Lor-SR 2-07.97
Lorain County · est $5.2M
Bid dateThursday, October 12—
Lorain County · est $5.2M
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 | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 442E10321 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,532 CY | $285 | $349 | 36% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 132,349 SY | $3.20 | $1.50 | 10% |
| 624E10000 MOBILIZATION | 1 LS | $419,912 | $200,000 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $400,000 | $369,172 | 9% |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 1,170 SY | $272 | $502 | 7% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 450 CY | $654 | $725 | 7% |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 511 SY | $272 | $494 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 266 CY | $430 | $1,160 | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 4,656.25 FT | $19.60 | $18.80 | 2% |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 481 SY | $185 | $432 | 2% |
| 617E10100 COMPACTED AGGREGATE | 697 CY | $125 | $30.00 | 2% |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 336 SY | $225 | $424 | 2% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 14,918 FT | $5.00 | $4.50 | 2% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 125 CY | $545 | $975 | 2% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 800 HOUR | $85.00 | $75.00 | 2% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 11.54 MILE | $4,500 | $4,500 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $26,000 | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,000 | $2,000 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 10,606 GAL | $3.00 | $2.80 | 1% |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 6 EACH | $4,980 | $4,920 | 1% |
| Item | Quantity | R1Karvo Companies INC | R2Kokosing Construction Company INC |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 4,843.75 FT | $2.00 | $1.60 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 781.75 FT | $2.40 | $2.40 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 10 EACH | $160 | $145 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 12 EACH | $120 | $100 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 6 EACH | $60.00 | $65.00 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 6 EACH | $225 | $235 |
| 203E10001 EXCAVATION, AS PER PLAN |
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 →
| 250 CY |
| $50.00 |
| $20.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 394 CY | $61.50 | $59.00 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 64.65 STA | $50.00 | $50.00 |
| 209E60500 LINEAR GRADING | 10.49 MILE | $2,000 | $2,800 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 781.75 FT | $35.20 | $33.60 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 10 EACH | $2,545 | $2,485 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 12 EACH | $1,320 | $1,295 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 6 EACH | $2,375 | $2,330 |
| 832E30000 EROSION CONTROL | 1,500 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 14 EACH | $1,000 | $1,200 |
| 254E01600 PATCHING PLANED SURFACE | 679 SY | $1.00 | $1.50 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 250 CY | $75.00 | $65.00 |
| 407E13900 TACK COAT, 702.13 | 200 GAL | $3.00 | $3.25 |
| 408E10001 PRIME COAT, AS PER PLAN | 4,939 GAL | $6.00 | $4.00 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 3,783 CY | $5.00 | $0.50 |
| 617E20000 SHOULDER PREPARATION | 12,324 SY | $0.25 | $0.15 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 9.11 MILE | $750 | $750 |
| 621E00100 RPM | 549 EACH | $33.00 | $41.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 549 EACH | $1.00 | $3.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 95 EACH | $12.00 | $11.80 |
| 644E00500 STOP LINE | 102 FT | $6.00 | $6.00 |
| 644E00720 CHEVRON MARKING | 236 FT | $6.00 | $6.00 |
| 644E01300 LANE ARROW | 12 EACH | $125 | $125 |
| 644E40000 SPEED MEASUREMENT MARKING | 20 EACH | $275 | $330 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.99 MILE | $5,000 | $5,000 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 0.2 MILE | $3,500 | $3,500 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 5.28 MILE | $2,250 | $2,250 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 2,970 FT | $2.75 | $2.75 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 2,735 FT | $2.75 | $2.75 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.50 | $1.50 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.75 | $1.75 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $5,875 | $5,875 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 12 EACH | $1,350 | $1,350 |
| 614E12420 DETOUR SIGNING | 1 LS | $15,000 | $3,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $125 | $110 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 20 SNMT | $900 | $550 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 10.96 MILE | $650 | $650 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 25.08 MILE | $850 | $850 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 5,940 FT | $2.00 | $2.00 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 5,470 FT | $1.50 | $1.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 204 FT | $3.50 | $3.50 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 24 EACH | $50.00 | $50.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $600 | $550 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 117 SF | $150 | $150 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 19 SY | $50.00 | $50.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 171 SF | $150 | $150 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,015 SY | $12.00 | $12.00 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK, TYPE B | 1 SY | $1,000 | $1,000 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,015 SY | $12.00 | $12.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 964 SY | $12.00 | $12.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 987 SY | $12.00 | $12.00 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $5,000 | $1,000 |
| 619E16010 FIELD OFFICE, TYPE B | 7 MNTH | $2,000 | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $6,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $4,000 | $1,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10321 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,532 CY | $285 | $1.58M | 31% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 132,349 SY | $3.2 | $424k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $419,912 | $420k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $400,000 | $400k | 8% |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 1,170 SY | $272 | $318k | 6% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 450 CY | $654 | $294k | 6% |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 511 SY | $272 | $139k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 266 CY | $430 | $114k | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 4,656.25 FT | $19.6 | $91k | 2% |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 481 SY | $185 | $89k | 2% |