Cuy-IR 71-10.48
Cuyahoga County · est $5.4M
Bid dateThursday, March 11—
Cuyahoga County · est $5.4M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 7%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 36 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 ( | 17,810 CY | $142 | $153 | $190 | 55% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,015 CY | $180 | $157 | $175 | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $355,481 | $422,000 | $402,315 | 8% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 2 | 373,995 SY | $0.70 | $1.00 | $1.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $225,000 | $100,000 | $200,000 |
| Item | Quantity | R1Karvo Companies INC | R2Shelly Company | R3Kokosing Construction Company INC |
|---|---|---|---|---|
| 209E60201 LINEAR GRADING, AS PER PLAN | 263 STA | $10.00 | $25.00 | $150 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 5 EACH | $2,550 | $1,750 | $1,750 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 1 EACH | $1,000 | $1,200 | $1,200 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 1 EACH | $1,200 | $1,750 | $1,750 |
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 →
| 5% |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN A | 2,893 SY | $42.00 | $45.00 | $45.00 | 3% |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN B | 1,500 SY | $60.00 | $70.00 | $90.00 | 2% |
| 621E00100 RPM | 2,320 EACH | $30.75 | $25.50 | $25.50 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 31,790 GAL | $2.00 | $2.85 | $1.87 | 1% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 14,723 CY | $3.55 | $6.00 | $0.50 | 1% |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 14,528 FT | $3.10 | $2.35 | $1.97 | 1% |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 27 EACH | $1,450 | $1,550 | $1,550 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $38,000 | $16,000 | $23,000 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $75.00 | $65.00 | $70.00 | 1% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 42 SNMT | $615 | $615 | $325 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 24.19 MILE | $1,015 | $1,095 | $1,015 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 24.19 MILE | $775 | $775 | $775 | 0% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 24.19 MILE | $750 | $750 | $750 | 0% |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 6 MNTH | $3,000 | $2,150 | $2,000 | 0% |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 25.96 MILE | $675 | $670 | $675 | 0% |
| 611E99820 SPECIAL - MISCELLANEOUS METAL |
| 5,000 LB |
| $2.00 |
| $2.00 |
| $1.55 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 160 CY | $75.00 | $50.00 | $200 |
| 618E40601 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 9.15 MILE | $725 | $1,100 | $725 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,740 EACH | $1.00 | $3.50 | $2.00 |
| 642E00204 LANE LINE, 6", TYPE 1 | 25.96 MILE | $410 | $410 | $410 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 11,011 FT | $0.75 | $0.75 | $0.75 |
| 646E10400 STOP LINE | 212 FT | $11.00 | $11.00 | $11.00 |
| 646E10500 CROSSWALK LINE | 240 FT | $5.00 | $5.00 | $5.00 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 124 FT | $8.00 | $8.00 | $8.00 |
| 646E10620 CHEVRON MARKING | 582 FT | $8.00 | $8.00 | $8.00 |
| 646E20300 LANE ARROW | 36 EACH | $175 | $175 | $175 |
| 646E20320 WRONG WAY ARROW | 7 EACH | $301 | $301 | $301 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 9,405 FT | $0.65 | $0.65 | $0.65 |
| 642E01560 DOTTED LINE, 12", TYPE 1 | 2,580 FT | $0.70 | $0.70 | $0.70 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 3 EACH | $1,300 | $1,300 | $1,300 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 18 EACH | $185 | $185 | $185 |
| 614E13001 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER P | 100 CY | $100 | $155 | $200 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $900 | $900 | $450 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 25.96 MILE | $595 | $590 | $595 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 11,011 FT | $0.75 | $0.72 | $0.65 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 11,011 FT | $0.70 | $0.68 | $0.65 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 9,405 FT | $0.65 | $0.65 | $0.40 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 9,405 FT | $0.60 | $0.65 | $0.40 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 212 FT | $2.50 | $2.25 | $2.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 212 FT | $2.40 | $2.30 | $2.00 |
| 614E27200 WORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT | 240 FT | $2.00 | $1.85 | $1.50 |
| 614E27620 WORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT | 240 FT | $1.95 | $1.85 | $1.50 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 36 EACH | $55.00 | $50.00 | $40.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 36 EACH | $50.00 | $50.00 | $40.00 |
| 630E97800 SIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, | 300 SF | $25.00 | $25.00 | $25.00 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $15,000 | $10,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 17,810 CY | $142 | $2.53M | 53% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,015 CY | $180 | $543k | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $355,481 | $355k | 7% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 2 | 373,995 SY | $0.7 | $262k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $225,000 | $225k | 5% |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN A | 2,893 SY | $42 | $122k | 3% |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN B | 1,500 SY | $60 | $90k | 2% |
| 621E00100 RPM | 2,320 EACH | $30.75 | $71k | 1% |
| 407E20000 NON-TRACKING TACK COAT | 31,790 GAL | $2 | $64k | 1% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 14,723 CY | $3.55 | $52k | 1% |