CUY-US 422-13.87
CUY County · est $4.2M
Bid dateThursday, April 28—
CUY County · est $4.2M
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 · 37 more items below.
| Item | Quantity | R1Karvo Companies INC | R2Shelly Company | R3Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|---|
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8,628 CY | $220 | $240 | $283 | 45% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $340,000 | $650,000 | $488,129 | 8% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN B | 4,414 SY | $76.00 | $85.00 | $225 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $278,237 | $100,000 | $200,000 | 7% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN A | 4,904 SY | $51.00 | $60.00 | $47.00 |
| Item | Quantity | R1Karvo Companies INC | R2Shelly Company | R3Kokosing Construction Company INC |
|---|---|---|---|---|
| 209E60201 LINEAR GRADING, AS PER PLAN | 497 STA | $20.00 | $25.00 | $160 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 618E40601 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 14.6 MILE | $762 | $1,450 | $865 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.50 | $1.50 | $1.50 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $4,500 | $4,500 |
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 →
| 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 118,183 SY | $1.82 | $1.50 | $2.00 | 5% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 102,497 SY | $1.72 | $1.50 | $2.00 | 4% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 601 CY | $250 | $255 | $408 | 4% |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 19.82 MILE | $7,500 | $7,500 | $7,500 | 4% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,250 | $2,250 | $2,250 | 1% |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 8.74 MILE | $6,500 | $6,500 | $6,500 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 18,760 GAL | $2.50 | $2.85 | $2.30 | 1% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 54 SNMT | $800 | $950 | $950 | 1% |
| 690E98400 SPECIAL -PAVER MOUNTED THERMAL PROFILING | 1 LS | $40,000 | $10,000 | $40,000 | 1% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 6,326 CY | $5.50 | $9.25 | $1.00 | 1% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 45 SNMT | $675 | $675 | $513 | 1% |
| 621E00100 RPM (WHITE) | 678 EACH | $41.85 | $29.50 | $29.50 | 1% |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 8,990 FT | $3.00 | $3.00 | $3.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $23,000 | $25,000 | $30,000 | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 155 CY | $138 | $75.00 | $595 | 1% |
| $4,500 |
| 850E20130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.75 | $2.75 | $2.75 |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 4,392 FT | $1.75 | $1.75 | $1.75 |
| 621E00100 RPM (WHITE/RED) | 233 EACH | $41.85 | $29.80 | $29.80 |
| 621E00100 RPM (YELLOW/RED) | 78 EACH | $41.85 | $30.20 | $30.20 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 742 EACH | $1.50 | $5.10 | $12.00 |
| 630E97800 SIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, | 300 SF | $20.00 | $20.00 | $20.00 |
| 646E10400 STOP LINE | 109 FT | $12.50 | $12.50 | $12.50 |
| 646E10510 CROSSWALK LINE, 12" | 334 FT | $12.50 | $12.50 | $12.50 |
| 646E10620 CHEVRON MARKING | 54 FT | $15.00 | $15.00 | $15.00 |
| 646E20300 LANE ARROW | 34 EACH | $200 | $200 | $200 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 6,543 FT | $2.50 | $2.50 | $2.50 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 6 EACH | $1,250 | $1,250 | $1,250 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $75.00 | $65.00 | $75.00 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 15 EACH | $150 | $150 | $150 |
| 614E13001 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER P | 100 CY | $125 | $115 | $125 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 8.74 MILE | $600 | $600 | $600 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 8.74 MILE | $600 | $600 | $600 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 19.8 MILE | $600 | $600 | $600 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 19.8 MILE | $600 | $600 | $600 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 8,990 FT | $1.00 | $1.00 | $1.00 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 8,990 FT | $1.00 | $1.00 | $1.00 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 6,543 FT | $1.25 | $1.25 | $1.25 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 6,543 FT | $1.25 | $1.25 | $1.25 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 109 FT | $3.00 | $3.00 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 109 FT | $3.00 | $3.00 | $3.00 |
| 614E27050 WORK ZONE CROSSWALK LINE, CLASS I, 12", 642 PAINT | 334 FT | $3.00 | $3.00 | $3.00 |
| 614E27250 WORK ZONE CROSSWALK LINE, CLASS III, 12", 642 PAIN | 334 FT | $3.00 | $3.00 | $3.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 34 EACH | $60.00 | $60.00 | $60.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 34 EACH | $60.00 | $60.00 | $60.00 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $5,000 | $5,000 | $2,000 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 6 MNTH | $2,000 | $2,650 | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $10,000 | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8,628 CY | $220 | $1.90M | 43% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $340,000 | $340k | 8% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN B | 4,414 SY | $76 | $335k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $278,237 | $278k | 6% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN A | 4,904 SY | $51 | $250k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 118,183 SY | $1.82 | $215k | 5% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 102,497 SY | $1.72 | $176k | 4% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 601 CY | $250 | $150k | 3% |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 19.82 MILE | $7,500 | $149k | 3% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,250 | $62k | 1% |