Atb-US 322/Var-22.48/Var
Ashtabula County · est $2.9M
Bid dateThursday, February 13—
Ashtabula County · est $2.9M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 61 more items below.
| Item | Quantity | R1Karvo Companies INC | R2Ronyak Paving INC | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 6,670 CY | $210 | $215 | 59% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 156,971 SY | $1.00 | $1.50 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $152,370 | $84,350 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $130,938 | $150,000 | 5% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 2,750 SY | $45.00 | $50.00 | 5% |
| 253E01000 PAVEMENT REPAIR (T = 12") | 538 SY | $135 | $195 | 3% |
| 646E10010 EDGE LINE, 6" | 18.81 MILE | $3,100 | $3,100 | 2% |
| 408E10001 PRIME COAT, AS PER PLAN @ 0.40 GAL/SY | 8,844 GAL | $4.50 | $3.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT @ 0.09 GAL/SY | 14,405 GAL | $2.75 | $2.50 | 2% |
| 621E00100 RPM | 757 EACH | $37.75 | $37.75 | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN (T=1" AVG.) | 616 CY | $45.00 | $120 | 1% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 34,373 FT | $0.80 | $2.00 | 1% |
| 646E10200 CENTER LINE | 9.47 MILE | $2,849 | $2,849 | 1% |
| 809E69001 ADVANCE RADAR DETECTION, AS PER PLAN | 2 EACH | $8,950 | $8,950 | 1% |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 2 EACH | $8,750 | $8,750 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,000 | $18,399 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $2,500 | $1,500 | 1% |
| 253E01000 PAVEMENT REPAIR (T = 8") | 162 SY | $85.00 | $150 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 18.9 MILE | $675 | $675 | 1% |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 5 EACH | $2,400 | $1,250 | 1% |
| Item | Quantity | R1Karvo Companies INC | R2Ronyak Paving INC |
|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED (T=1.5") | 699 SY | $1.00 | $2.00 |
| 203E10000 EXCAVATION | 39 CY | $10.00 | $12.00 |
| 209E60200 LINEAR GRADING | 250 STA | $34.00 | $20.00 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 1 EACH | $1,500 | $1,200 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 8 EACH | $1,400 | $1,575 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 4 EACH | $1,700 |
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 →
| $1,750 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 800 LB | $2.00 | $5.00 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (T | 2,370 SY | $1.00 | $1.25 |
| 304E20000 AGGREGATE BASE | 39 CY | $25.00 | $45.00 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 6.51 MILE | $1,100 | $2,100 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 606 EACH | $1.00 | $1.00 |
| 646E10300 CHANNELIZING LINE, 8" | 386 FT | $1.56 | $1.56 |
| 646E10400 STOP LINE | 90 FT | $14.00 | $14.00 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 65 FT | $12.00 | $12.00 |
| 646E10800 ISLAND MARKING | 32 SF | $10.00 | $10.00 |
| 646E20300 LANE ARROW | 8 EACH | $169 | $169 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $100 | $100 |
| 614E12460 WORK ZONE MARKING SIGN | 8 EACH | $75.00 | $75.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $800 | $800 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 9.5 MILE | $1,150 | $1,150 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 9.52 MILE | $999 | $999 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 386 FT | $0.64 | $0.64 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 386 FT | $0.62 | $0.62 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 94 FT | $3.50 | $3.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 94 FT | $3.00 | $3.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $978 | $978 |
| 202E98000 REMOVAL MISC.:CHANNEL CLEANOUT | 1 LS | $4,962 | $4,962 |
| 203E20000 EMBANKMENT | 3 CY | $176 | $176 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 5 CY | $376 | $376 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $978 | $978 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 5 CY | $412 | $412 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $978 | $978 |
| 202E98000 REMOVAL MISC.:CHANNEL CLEANOUT | 1 LS | $2,154 | $2,154 |
| 203E20000 EMBANKMENT | 5 CY | $176 | $176 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 5 CY | $376 | $376 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,530 | $1,530 |
| 203E20000 EMBANKMENT | 5 CY | $176 | $176 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 5 CY | $376 | $376 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 5 CY | $412 | $412 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,095 | $1,095 |
| 202E98000 REMOVAL MISC.:CHANNEL CLEANOUT | 1 LS | $9,399 | $9,399 |
| 530E00800 SPECIAL - STRUCTURES: CONCRETE SPALL REMOVAL WITH | 5 SY | $707 | $707 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $978 | $978 |
| 202E98000 REMOVAL MISC.:CHANNEL CLEANOUT | 1 LS | $1,443 | $1,443 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $978 | $978 |
| 202E98000 REMOVAL MISC.:CHANNEL CLEANOUT | 1 LS | $1,423 | $1,424 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,020 | $1,020 |
| 202E98000 REMOVAL MISC.:CHANNEL CLEANOUT | 1 LS | $3,998 | $3,998 |
| 203E20000 EMBANKMENT | 3 CY | $176 | $176 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 5 CY | $376 | $376 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 24 CF | $497 | $497 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $510 | $510 |
| 202E98000 REMOVAL MISC.:CHANNEL CLEANOUT | 1 LS | $10,149 | $10,149 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 56 FT | $33.06 | $33.06 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 6 SY | $269 | $269 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 50 SF | $164 | $164 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $957 | $957 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 367 SY | $15.87 | $15.87 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 309 FT | $1.25 | $1.25 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,247 | $8,720 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 6,670 CY | $210 | $1.40M | 54% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 156,971 SY | $1 | $157k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $152,370 | $152k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $130,938 | $131k | 5% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 2,750 SY | $45 | $124k | 5% |
| 253E01000 PAVEMENT REPAIR (T = 12") | 538 SY | $135 | $73k | 3% |
| 646E10010 EDGE LINE, 6" | 18.81 MILE | $3,100 | $58k | 2% |
| 408E10001 PRIME COAT, AS PER PLAN @ 0.40 GAL/SY | 8,844 GAL | $4.5 | $40k | 2% |
| 407E20000 NON-TRACKING TACK COAT @ 0.09 GAL/SY | 14,405 GAL | $2.75 | $40k | 2% |
| 621E00100 RPM | 757 EACH | $37.75 | $29k | 1% |