CUY-IR 480-19.21
CUY County · est $3.6M
Bid dateThursday, February 15—
CUY County · est $3.6M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 59 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Burton Scot Contractors LLC | R3Karvo Companies INC | R4Shelly Company | R5Chagrin Valley Paving INC | % of bid |
|---|---|---|---|---|---|---|---|
| 806E00101 ASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A, A | 10,701 CY | $155 | $155 | $159 | $160 | $153 | 49% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,876 CY | $182 | $170 | $175 | $160 | $190 | 15% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1-1/2" AVG. | 324,560 SY | $0.95 | $1.25 | $1.25 | $1.30 | $1.80 | 9% |
| 614E11000 |
| Item | Quantity | R1Kokosing Construction Company INC | R2Burton Scot Contractors LLC | R3Karvo Companies INC | R4Shelly Company | R5Chagrin Valley Paving INC |
|---|---|---|---|---|---|---|
| 202E30000 WALK REMOVED | 65 SF | $3.00 | $6.00 | $6.05 | $6.05 | $6.05 |
| 202E30600 CONCRETE MEDIAN REMOVED | 1,020 SY | $6.00 | $6.00 | $9.70 | $9.70 | $9.70 |
| 202E32000 CURB REMOVED | 512 FT | $5.00 | $4.00 | $4.00 | $4.00 | $4.00 |
| 204E10001 |
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 LS |
| $174,100 |
| $187,950 |
| $220,000 |
| $495,000 |
| $675,000 |
| 5% |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN B | 1,000 SY | $122 | $55.00 | $83.00 | $90.00 | $120 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $155,000 | $100,000 | $341,000 | 3% |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN A | 750 SY | $90.00 | $32.00 | $63.00 | $85.00 | $70.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 24,409 GAL | $2.25 | $2.75 | $2.75 | $2.50 | $2.00 | 2% |
| 646E10010 EDGE LINE, 6" | 19.7 MILE | $2,650 | $2,650 | $2,650 | $2,650 | $2,648 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 352 CY | $140 | $85.00 | $55.00 | $85.00 | $60.00 | 1% |
| 209E60201 LINEAR GRADING, AS PER PLAN | 570 STA | $85.00 | $15.00 | $25.25 | $30.00 | $10.00 | 1% |
| 621E00100 RPM | 1,819 EACH | $22.20 | $22.30 | $22.50 | $22.20 | $24.15 | 1% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22, 10.5" | 175 CY | $198 | $122 | $139 | $140 | $150 | 1% |
| 609E70001 4" CONCRETE MEDIAN, AS PER PLAN | 1,020 SY | $33.50 | $37.00 | $43.75 | $43.75 | $43.75 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 39.4 MILE | $800 | $605 | $800 | $605 | $800 | 1% |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 39.88 MILE | $750 | $475 | $750 | $475 | $750 | 1% |
| 614E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 51 SNMT | $500 | $850 | $500 | $500 | $500 | 1% |
| 646E10310 CHANNELIZING LINE, 12" | 8,835 FT | $2.50 | $2.50 | $2.50 | $2.50 | $1.98 | 1% |
| 614E13001 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER P | 200 CY | $100 | $125 | $140 | $125 | $90.00 | 1% |
| 646E10110 LANE LINE, 6" | 19.94 MILE | $1,000 | $1,000 | $1,000 | $1,000 | $1,657 | 1% |
| 1,020 SY |
| $5.00 |
| $2.00 |
| $2.60 |
| $2.60 |
| $2.60 |
| 204E20000 EMBANKMENT | 100 CY | $65.00 | $56.00 | $52.20 | $52.20 | $52.20 |
| 608E10000 4" CONCRETE WALK | 1,138 SF | $9.00 | $5.25 | $6.25 | $6.25 | $6.25 |
| 608E52001 CURB RAMP, AS PER PLAN | 340 SF | $14.40 | $16.00 | $12.30 | $12.30 | $12.30 |
| 203E10000 EXCAVATION | 293 CY | $29.00 | $24.00 | $45.00 | $40.00 | $30.00 |
| 203E20000 EMBANKMENT | 12 CY | $29.00 | $32.00 | $13.00 | $50.00 | $150 |
| 204E10000 SUBGRADE COMPACTION | 657 SY | $5.00 | $2.25 | $2.00 | $0.50 | $1.00 |
| 622E41000 PORTABLE BARRIER, 32" | 1,100 FT | $15.00 | $18.00 | $23.50 | $20.00 | $20.00 |
| 659E98700 SEEDING, MISC.: SEEDING AND MULCHING | 1 LS | $1,000 | $1,300 | $3,300 | $1,000 | $500 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 659E10000 SEEDING AND MULCHING | 266 SY | $7.50 | $7.50 | $2.50 | $6.00 | $10.00 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 15 EACH | $600 | $675 | $1,350 | $1,350 | $1,350 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 3 EACH | $1,150 | $1,800 | $2,560 | $2,560 | $2,560 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 5 EACH | $575 | $775 | $1,350 | $1,350 | $1,350 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 2 EACH | $1,050 | $2,000 | $2,560 | $2,560 | $2,560 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 5,000 LB | $1.25 | $1.50 | $1.50 | $1.25 | $1.50 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 10,417 CY | $1.30 | $5.00 | $8.00 | $5.00 | $3.00 |
| 609E26000 CURB, TYPE 6 | 675 FT | $21.00 | $19.00 | $30.15 | $30.15 | $30.15 |
| 618E40601 RUMBLE STRIPS, (ASPHALT CONCRETE), AS PER PLAN | 12.12 MILE | $1,200 | $2,222 | $525 | $1,200 | $1,130 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 11,285 LB | $0.75 | $3.70 | $2.20 | $1.70 | $2.00 |
| 304E20000 AGGREGATE BASE, 6" | 104 CY | $79.00 | $80.00 | $72.00 | $60.00 | $60.00 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 298 EACH | $41.50 | $45.00 | $41.50 | $41.50 | $41.50 |
| 620E31200 REMOVAL OF DELINEATOR | 200 EACH | $5.00 | $6.50 | $5.00 | $5.00 | $5.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,400 EACH | $7.00 | $5.00 | $2.00 | $5.00 | $0.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 188 FT | $10.00 | $12.25 | $10.00 | $10.00 | $10.00 |
| 630E08600 SIGN POST REFLECTOR | 10 EACH | $25.00 | $38.00 | $25.00 | $25.00 | $25.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 3 EACH | $145 | $115 | $145 | $145 | $145 |
| 630E80100 SIGN, FLAT SHEET | 88.6 SF | $16.50 | $20.00 | $16.50 | $16.50 | $16.50 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $25.00 | $15.00 | $25.00 | $25.00 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $75.00 | $45.00 | $75.00 | $75.00 | $75.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 6 EACH | $25.00 | $15.00 | $25.00 | $25.00 | $25.00 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 14 EACH | $1,200 | $1,100 | $1,100 | $1,100 | $1,200 |
| 644E00400 CHANNELIZING LINE, 8" | 1,635 FT | $1.25 | $1.25 | $1.25 | $1.25 | $1.45 |
| 644E00500 STOP LINE | 188 FT | $6.00 | $6.00 | $6.00 | $6.00 | $5.00 |
| 644E00600 CROSSWALK LINE | 594 FT | $3.00 | $3.00 | $3.00 | $3.00 | $2.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 98 FT | $5.50 | $5.50 | $5.50 | $5.50 | $5.50 |
| 644E01300 LANE ARROW | 24 EACH | $105 | $105 | $105 | $105 | $85.00 |
| 644E01360 WRONG WAY ARROW | 7 EACH | $155 | $155 | $155 | $155 | $247 |
| 644E20800 YIELD LINE | 50 FT | $8.00 | $8.00 | $8.00 | $8.00 | $25.00 |
| 646E10620 CHEVRON MARKING | 156 FT | $8.00 | $8.00 | $8.00 | $8.00 | $6.30 |
| 646E20504 DOTTED LINE, 6" | 6,009 FT | $1.25 | $1.25 | $1.25 | $1.25 | $1.59 |
| 646E20510 DOTTED LINE, 12" | 2,044 FT | $1.50 | $1.50 | $1.50 | $1.50 | $1.69 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 250 HOUR | $70.00 | $65.00 | $65.00 | $100 | $75.00 |
| 614E11500 WORKSITE TRAFFIC SUPERVISOR | 4 MNTH | $2,500 | $1,500 | $250 | $900 | $500 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 13 EACH | $135 | $85.00 | $135 | $135 | $135 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $915 | $1,050 | $915 | $915 | $915 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 20,940 FT | $0.50 | $0.85 | $0.50 | $0.85 | $0.50 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 376 FT | $2.85 | $3.00 | $2.85 | $3.00 | $2.85 |
| 614E27200 WORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT | 1,188 FT | $2.00 | $1.75 | $2.00 | $1.75 | $2.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 48 EACH | $38.00 | $55.00 | $38.00 | $55.00 | $38.00 |
| 630E97800 SIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, | 300 SF | $16.50 | $15.50 | $16.50 | $16.50 | $16.50 |
| 614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | 4 EACH | $2,250 | $2,185 | $2,500 | $1,880 | $2,200 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $25,325 | $40,000 | $15,000 | $28,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $500 | $5,000 | $2,500 | $5,000 | $500 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 6 MNTH | $1,250 | $1,500 | $1,750 | $3,000 | $500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $4,971 | $5,000 | $5,000 | $10,000 | $1,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 806E00101 ASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A, A | 10,701 CY | $155 | $1.66M | 45% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,876 CY | $182 | $523k | 14% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1-1/2" AVG. | 324,560 SY | $0.95 | $308k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $174,100 | $174k | 5% |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN B | 1,000 SY | $122 | $122k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN A | 750 SY | $90 | $68k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 24,409 GAL | $2.25 | $55k | 1% |
| 646E10010 EDGE LINE, 6" | 19.7 MILE | $2,650 | $52k | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 352 CY | $140 | $49k | 1% |