Lor-SR 18-00.00
Lorain County · est $3.7M
Bid dateThursday, September 27—
Lorain County · est $3.7M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 56 more items below.
| Item | Quantity | R1Karvo Companies INC | R2Kokosing Construction Company INC | R3Erie Blacktop INC | R4Chagrin Valley Paving INC | % of bid |
|---|---|---|---|---|---|---|
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 10,794 CY | $163 | $175 | $166 | $170 | 56% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,000 CY | $183 | $125 | $190 | $178 | 12% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 259,063 SY | $0.80 | $0.75 | $0.85 | $1.00 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $190,000 | $285,800 | $195,000 | $350,000 |
| Item | Quantity | R1Karvo Companies INC | R2Kokosing Construction Company INC | R3Erie Blacktop INC | R4Chagrin Valley Paving INC |
|---|---|---|---|---|---|
| 202E30000 WALK REMOVED | 801 SF | $6.70 | $3.95 | $4.15 | $5.00 |
| 202E38000 GUARDRAIL REMOVED | 37.5 FT | $2.40 | $2.40 | $2.50 | $2.40 |
| 202E38201 GUARDRAIL REMOVED FOR REUSE, AS PER PLAN | 150 FT | $7.80 | $7.80 | $8.20 | $7.80 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 1 EACH | $150 | $150 | $158 |
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% |
| 253E02000 PAVEMENT REPAIR | 700 CY | $180 | $145 | $240 | $178 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $105,000 | $100,000 | $100,000 | $182,000 | 3% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 357 CY | $163 | $175 | $166 | $170 | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,764 CY | $28.50 | $28.00 | $30.00 | $55.00 | 2% |
| 609E26000 CURB, TYPE 6 | 3,062 FT | $14.00 | $9.95 | $10.45 | $15.00 | 1% |
| 408E10000 PRIME COAT (0.04 GAL/SY) | 11,507 GAL | $3.50 | $3.30 | $4.00 | $2.00 | 1% |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 1,295 STA | $25.65 | $27.25 | $25.00 | $25.00 | 1% |
| 407E10000 TACK COAT (0.08 GAL/SY) | 17,666 GAL | $1.80 | $1.95 | $2.45 | $2.00 | 1% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 32 EACH | $875 | $540 | $775 | $750 | 1% |
| 202E32000 CURB REMOVED | 3,092 FT | $7.45 | $6.85 | $7.20 | $6.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $14,000 | $20,000 | $25,000 | 1% |
| 618E41000 EDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) | 25.24 MILE | $750 | $750 | $685 | $750 | 1% |
| 519E11100 PATCHING CONCRETE STRUCTURE | 200 SF | $86.20 | $86.20 | $90.50 | $120 | 1% |
| 642E00094 EDGE LINE, 6" | 27.84 MILE | $615 | $615 | $740 | $615 | 1% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 187.5 FT | $89.20 | $85.60 | $90.00 | $85.60 | 1% |
| 621E00100 RPM | 820 EACH | $20.15 | $20.50 | $21.50 | $20.50 | 1% |
| $150 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 3 EACH | $95.00 | $95.00 | $100 | $95.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 8 CY | $122 | $122 | $128 | $122 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 3.44 STA | $50.00 | $50.00 | $52.50 | $50.00 |
| 209E80000 GRADING MAILBOX APPROACHES | 13 EACH | $90.00 | $5.00 | $175 | $100 |
| 606E16550 GUARDRAIL REBUILT, TYPE 5, USING 9 FOOT POSTS | 150 FT | $13.10 | $13.10 | $13.75 | $13.10 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 1 EACH | $2,135 | $2,135 | $2,250 | $2,135 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 3 EACH | $775 | $775 | $815 | $775 |
| 608E10000 4" CONCRETE WALK | 590 SF | $7.50 | $8.50 | $8.95 | $11.00 |
| 608E52000 CURB RAMP | 211 SF | $15.00 | $8.50 | $8.95 | $20.00 |
| 608E53020 DETECTABLE WARNING | 136 SF | $36.00 | $28.00 | $29.40 | $35.00 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 9 EACH | $135 | $135 | $142 | $135 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 1 EACH | $260 | $260 | $275 | $260 |
| 670E00500 SLOPE EROSION PROTECTION-660.02 | 2,000 SY | $3.15 | $3.15 | $3.30 | $3.15 |
| 611E99150 INLET ADJUSTED TO GRADE | 5 EACH | $1,200 | $540 | $1,100 | $1,500 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $850 | $540 | $700 | $600 |
| 254E01600 PATCHING PLANED SURFACE | 1,297 SY | $0.50 | $1.00 | $7.50 | $10.00 |
| 407E20000 NON-TRACKING TACK COAT (0.08 GAL/SY) | 3,064 GAL | $2.90 | $2.40 | $2.45 | $2.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 809 EACH | $1.95 | $6.50 | $7.50 | $1.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 51 EACH | $7.00 | $7.00 | $7.35 | $7.00 |
| 642E00290 CENTER LINE | 13.88 MILE | $725 | $725 | $840 | $725 |
| 644E00400 CHANNELIZING LINE, 8" | 120 FT | $2.00 | $2.00 | $1.30 | $2.00 |
| 644E00500 STOP LINE | 552 FT | $6.25 | $6.25 | $6.30 | $6.25 |
| 644E00601 CROSSWALK LINE, AS PER PLAN | 361 FT | $8.50 | $8.50 | $10.25 | $8.50 |
| 644E01000 RAILROAD SYMBOL MARKING | 4 EACH | $550 | $550 | $525 | $550 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $290 | $290 | $630 | $290 |
| 644E01300 LANE ARROW | 4 EACH | $125 | $125 | $131 | $125 |
| 645E40000 SPECIAL - AIR SPEED ZONE MARKING | 1 EACH | $1,250 | $2,850 | $2,730 | $1,250 |
| 646E10010 EDGE LINE, 6" | 0.08 MILE | $55,000 | $75,000 | $18,375 | $68,445 |
| 646E10200 CENTER LINE | 0.08 MILE | $56,000 | $75,000 | $26,250 | $68,445 |
| 625E31510 PULL BOX REMOVED | 8 EACH | $400 | $330 | $420 | $400 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM:LOOP | 1 EACH | $2,500 | $1,500 | $2,625 | $2,500 |
| 632E90500 SIGNALIZATION, MISC.:UNLASH AND RELASH MESSENGER W | 120 FT | $9.00 | $7.50 | $9.45 | $9.00 |
| 809E69000 ADVANCE RADAR DETECTION | 2 EACH | $7,800 | $7,410 | $8,190 | $7,800 |
| 809E69100 STOP LINE RADAR DETECTION | 2 EACH | $7,800 | $6,810 | $7,875 | $7,500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $65.00 | $55.00 | $63.00 | $60.00 |
| 614E12460 WORK ZONE MARKING SIGN | 62 EACH | $62.00 | $62.00 | $65.00 | $62.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $195 | $125 | $260 | $200 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 13.88 MILE | $925 | $1,200 | $945 | $925 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 120 FT | $0.50 | $0.50 | $1.00 | $0.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 552 FT | $3.00 | $3.00 | $3.15 | $3.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 6 CY | $1,115 | $1,115 | $1,170 | $1,200 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 90 FT | $3.60 | $3.60 | $3.75 | $4.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 91 FT | $28.30 | $28.30 | $29.75 | $29.00 |
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE (APRROACH SLAB | 3 CY | $1,680 | $1,680 | $1,765 | $2,000 |
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE (BACKWALL REPAI | 1 CY | $2,667 | $2,667 | $2,800 | $3,000 |
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE (BRIDGE DECK RE | 3 CY | $1,680 | $1,680 | $1,765 | $2,000 |
| 512E33300 TYPE A WATERPROOFING | 2 SY | $477 | $477 | $500 | $500 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 448 SY | $10.77 | $10.77 | $11.30 | $15.00 |
| 516E31000 JOINT SEALER | 90 FT | $28.30 | $28.30 | $29.75 | $30.00 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $2,000 | $1,600 | $2,250 | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,300 | $4,000 | $6,500 | $1,500 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,000 | $2,500 | $5,500 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 10,794 CY | $163 | $1.76M | 52% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,000 CY | $183 | $366k | 11% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 259,063 SY | $0.8 | $207k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $190,000 | $190k | 6% |
| 253E02000 PAVEMENT REPAIR | 700 CY | $180 | $126k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $105,000 | $105k | 3% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 357 CY | $163 | $58k | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,764 CY | $28.5 | $50k | 1% |
| 609E26000 CURB, TYPE 6 | 3,062 FT | $14 | $43k | 1% |
| 408E10000 PRIME COAT (0.04 GAL/SY) | 11,507 GAL | $3.5 | $40k | 1% |