Hol-SR 514-00.00
Holmes County · est $2.6M
Bid dateThursday, January 28—
Holmes County · est $2.6M
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 · 9 more items below.
| Item | Quantity | R1Melway Paving CO INC | R2Kokosing Construction Company INC | R3Shelly & Sands INC | R4Karvo Companies INC | % of bid |
|---|---|---|---|---|---|---|
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 6,109 CY | $124 | $145 | $132 | $144 | 35% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (4746 CY | $110 | $123 | $120 | $134 | 24% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,200 CY | $180 | $149 | $190 | $190 | 10% |
| 253E02000 PAVEMENT REPAIR | 550 CY | $180 | $151 | $210 | $178 |
| Item | Quantity | R1Melway Paving CO INC | R2Kokosing Construction Company INC | R3Shelly & Sands INC | R4Karvo Companies INC |
|---|---|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 386 SY | $10.00 | $10.00 | $8.00 | $8.00 |
| 623E39501 MONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN | 3 EACH | $800 | $800 | $1,200 | $650 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 617E20000 SHOULDER PREPARATION | 27,949 SY | $0.25 | $0.08 | $0.10 | $0.25 |
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% |
| 441E50401 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $280 | $148 | $200 | $225 | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,747 CY | $45.00 | $40.00 | $38.00 | $48.00 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $72,000 | $95,671 | $113,575 | $115,000 | 3% |
| 646E10010 EDGE LINE, 6" | 23.82 MILE | $2,400 | $2,500 | $2,500 | $2,600 | 3% |
| 407E10000 TACK COAT | 23,913 GAL | $2.00 | $1.70 | $1.75 | $1.85 | 2% |
| 621E00100 RPM | 1,574 EACH | $28.00 | $21.35 | $21.35 | $27.50 | 2% |
| 646E10200 CENTER LINE | 11.91 MILE | $3,550 | $3,100 | $3,100 | $3,270 | 2% |
| 408E10001 PRIME COAT, AS PER PLAN | 11,180 GAL | $3.50 | $2.95 | $3.00 | $3.25 | 2% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 24.17 MILE | $1,106 | $1,000 | $1,100 | $1,100 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $19,000 | $100,000 | $50,000 | $89,000 | 1% |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,574 EACH | $10.00 | $3.00 | $8.00 | $6.50 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.25" | 2,840 SY | $4.00 | $2.48 | $5.00 | $4.00 | 1% |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 24.17 MILE | $427 | $250 | $425 | $425 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $10,000 | $9,260 | $25,000 | 0% |
| 605E31100 AGGREGATE DRAINS | 1,100 FT | $8.00 | $1.50 | $15.00 | $6.75 | 0% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 23.82 MILE | $300 | $1,000 | $1,300 | $1,000 | 0% |
| 646E10400 STOP LINE | 61 FT | $14.00 | $10.50 | $10.50 | $17.00 |
| 646E10500 CROSSWALK LINE | 266 FT | $7.00 | $6.50 | $6.50 | $7.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 30 HOUR | $95.00 | $60.00 | $70.00 | $65.00 |
| 614E12460 WORK ZONE MARKING SIGN | 74 EACH | $55.00 | $50.00 | $50.00 | $50.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 183 FT | $3.25 | $3.00 | $3.00 | $3.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 6,109 CY | $124 | $758k | 35% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (4746 CY | $110 | $522k | 24% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,200 CY | $180 | $216k | 10% |
| 253E02000 PAVEMENT REPAIR | 550 CY | $180 | $99k | 5% |
| 441E50401 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $280 | $84k | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,747 CY | $45 | $79k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $72,000 | $72k | 3% |
| 646E10010 EDGE LINE, 6" | 23.82 MILE | $2,400 | $57k | 3% |
| 407E10000 TACK COAT | 23,913 GAL | $2 | $48k | 2% |
| 621E00100 RPM | 1,574 EACH | $28 | $44k | 2% |