Way-SR 83-00.00
Wayne County · est $4.0M
Bid dateThursday, October 25—
Wayne County · est $4.0M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 48 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Melway Paving CO INC | R3Karvo Companies INC | R4Shelly Company | R5Chagrin Valley Paving INC | % of bid |
|---|---|---|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 9,024 CY | $110 | $110 | $115 | $100 | $125 | 29% |
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 6,476 CY | $125 | $155 | $134 | $130 | $160 | 24% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 4,733 CY | $152 | $160 | $158 | $165 | $165 | 21% |
| 614E11000 |
| Item | Quantity | R1Kokosing Construction Company INC | R2Melway Paving CO INC | R3Karvo Companies INC | R4Shelly Company | R5Chagrin Valley Paving INC |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 2,075 FT | $1.20 | $1.60 | $1.20 | $1.50 | $1.20 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 487.5 FT | $2.00 | $2.90 | $2.00 | $2.80 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 23 EACH | $185 | $151 | $185 | $150 | $185 |
| 202E42040 |
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 |
| $173,304 |
| $192,000 |
| $180,000 |
| $348,000 |
| $300,000 |
| 5% |
| 690E12060 SPECIAL - PAVEMENT OVERLAY FABRIC COMPOSITE | 22,562 SY | $6.50 | $6.60 | $8.90 | $6.50 | $6.50 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $57,000 | $100,000 | $100,000 | $440,000 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (6.0 INCH) | 54,144 SY | $1.50 | $3.50 | $3.80 | $3.00 | $5.00 | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,736 CY | $30.00 | $40.00 | $40.00 | $43.00 | $60.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50 INCH) | 124,286 SY | $0.38 | $1.00 | $0.95 | $2.00 | $1.25 | 1% |
| 407E10000 TACK COAT | 21,642 GAL | $1.95 | $2.00 | $1.85 | $2.00 | $2.00 | 1% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 241 CY | $152 | $160 | $158 | $165 | $165 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,750 FT | $16.00 | $17.50 | $16.00 | $17.00 | $16.00 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 8,274 GAL | $3.30 | $3.75 | $3.65 | $3.00 | $2.00 | 1% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 195 CY | $140 | $180 | $195 | $300 | $200 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 12 EACH | $2,125 | $2,210 | $2,125 | $2,200 | $2,125 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 16.52 MILE | $1,450 | $800 | $1,300 | $1,650 | $750 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 24.27 MILE | $985 | $990 | $985 | $900 | $985 | 1% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 11 EACH | $2,020 | $2,160 | $2,020 | $2,150 | $2,020 | 1% |
| 621E00100 RPM | 778 EACH | $23.00 | $23.10 | $23.00 | $21.15 | $23.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,000 | $18,000 | $50,000 | $20,250 | $30,000 | 0% |
| 14 EACH |
| $100 |
| $101 |
| $100 |
| $100 |
| $100 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 12 EACH | $50.00 | $101 | $100 | $100 | $50.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 43.88 STA | $48.00 | $51.00 | $48.00 | $50.00 | $50.00 |
| 209E80000 GRADING MAILBOX APPROACHES | 12 EACH | $25.00 | $60.00 | $130 | $250 | $50.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 325 FT | $15.20 | $17.00 | $15.20 | $16.00 | $15.20 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 487.5 FT | $9.60 | $11.00 | $9.60 | $10.50 | $9.60 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 500 FT | $4.80 | $8.00 | $4.80 | $7.50 | $4.80 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 4 EACH | $740 | $854 | $740 | $850 | $740 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 10 EACH | $800 | $955 | $800 | $950 | $800 |
| 606E32160 BRIDGE TERMINAL ASSEMBLY, TYPE TST | 4 EACH | $1,370 | $151 | $1,370 | $1,500 | $1,370 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 8 EACH | $725 | $704 | $725 | $700 | $725 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 7 EACH | $450 | $754 | $405 | $900 | $750 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 2 EACH | $145 | $101 | $185 | $100 | $145 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $450 | $825 | $975 | $2,500 | $1,500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.0 INCH) | 5,071 SY | $0.38 | $1.50 | $1.90 | $2.50 | $2.20 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (TAPER 1.5" TO | 4,209 SY | $0.38 | $1.50 | $1.88 | $10.00 | $2.60 |
| 254E01600 PATCHING PLANED SURFACE | 667 SY | $1.25 | $7.00 | $1.00 | $2.00 | $10.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 778 EACH | $3.00 | $2.00 | $1.50 | $7.00 | $1.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 64 EACH | $7.25 | $7.60 | $8.50 | $7.50 | $7.25 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 16.25 MILE | $615 | $620 | $615 | $705 | $615 |
| 642E00300 CENTER LINE, TYPE 1 | 8.09 MILE | $975 | $980 | $975 | $850 | $975 |
| 644E00500 STOP LINE | 153 FT | $15.00 | $16.00 | $15.00 | $6.00 | $15.00 |
| AA2 644E00500 STOP LINE (ALTERNATE 2) | 51 FT | $6.00 | $6.10 | $6.00 | $6.00 | $6.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $60.00 | $80.00 | $65.00 | $65.00 | $70.00 |
| 614E12460 WORK ZONE MARKING SIGN | 43 EACH | $60.00 | $61.00 | $60.00 | $60.00 | $60.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $450 | $171 | $155 | $125 | $250 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $925 | $950 | $925 | $925 | $925 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.38 MILE | $16,305 | $16,400 | $16,306 | $16,305 | $16,305 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.58 MILE | $8,280 | $8,400 | $8,280 | $8,280 | $8,280 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 44 FT | $15.71 | $17.00 | $15.71 | $15.71 | $15.71 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 153 FT | $3.00 | $3.10 | $3.00 | $3.00 | $3.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 2 CY | $773 | $776 | $773 | $773 | $800 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 72 FT | $3.60 | $3.70 | $3.60 | $3.60 | $4.00 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 1 CY | $1,280 | $1,300 | $1,280 | $1,280 | $2,500 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: APPROACH SLAB REPAIR | 1 CY | $1,280 | $1,300 | $1,280 | $1,280 | $2,500 |
| 516E31000 JOINT SEALER | 72 FT | $19.63 | $20.00 | $19.63 | $19.63 | $25.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 3 CY | $755 | $760 | $755 | $755 | $800 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 88 FT | $3.60 | $3.70 | $3.60 | $3.60 | $4.00 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 2 CY | $1,090 | $1,100 | $1,090 | $1,090 | $2,500 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: APPROACH SLAB REPAIR | 1 CY | $1,280 | $1,300 | $1,280 | $1,280 | $2,500 |
| 512E73501 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 20 SY | $31.02 | $32.00 | $31.02 | $31.02 | $100 |
| 516E31000 JOINT SEALER | 88 FT | $16.06 | $17.00 | $16.06 | $16.06 | $25.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 68 FT | $20.59 | $21.00 | $20.59 | $20.59 | $25.00 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,200 | $1,600 | $2,000 | $1,800 | $1,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,200 | $2,500 | $2,000 | $12,000 | $3,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 9,024 CY | $110 | $993k | 28% |
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 6,476 CY | $125 | $810k | 23% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 4,733 CY | $152 | $719k | 20% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $173,304 | $173k | 5% |
| 690E12060 SPECIAL - PAVEMENT OVERLAY FABRIC COMPOSITE | 22,562 SY | $6.5 | $147k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (6.0 INCH) | 54,144 SY | $1.5 | $81k | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,736 CY | $30 | $52k | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50 INCH) | 124,286 SY | $0.38 | $47k | 1% |
| 407E10000 TACK COAT | 21,642 GAL | $1.95 | $42k | 1% |