Car-SR 164-07.27
Carroll County · est $2.4M
Bid dateThursday, January 25—
Carroll County · est $2.4M
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 · 12 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Central-allied Enterprises INC | R3The Lash Paving Company | R4Superior Paving & Materials INC | R5Barbicas Construction Company INC | % of bid |
|---|---|---|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (7525 CY | $100 | $114 | $120 | $118 | $148 | 34% |
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 5,615 CY | $114 | $134 | $143 | $145 | $150 | 29% |
| 253E02000 PAVEMENT REPAIR | 900 CY | $225 | $175 | $240 | $220 | $175 | 9% |
| Item | Quantity | R1Shelly & Sands INC | R2Central-allied Enterprises INC | R3The Lash Paving Company | R4Superior Paving & Materials INC | R5Barbicas Construction Company INC |
|---|---|---|---|---|---|---|
| 202E32000 CURB REMOVED | 300 FT | $16.00 | $17.00 | $20.00 | $32.00 | $10.00 |
| 209E60500 LINEAR GRADING | 1.3 MILE | $800 | $500 | $1,500 | $1,100 | $1,100 |
| 659E00300 TOPSOIL | 20 CY | $125 | $50.00 | $50.00 | $100 | $85.00 |
| 659E10000 SEEDING AND MULCHING |
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 →
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN |
| 2,253 CY |
| $46.00 |
| $10.00 |
| $40.00 |
| $53.00 |
| $60.00 |
| 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $153,000 | $78,000 | $142,000 | $100,000 | 5% |
| 646E10010 EDGE LINE, 6" | 23.14 MILE | $3,100 | $2,525 | $2,554 | $2,544 | $2,525 | 3% |
| 441E50401 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $250 | $200 | $240 | $220 | $275 | 3% |
| 646E10200 CENTER LINE | 11.57 MILE | $4,200 | $2,845 | $3,170 | $3,170 | $2,845 | 2% |
| 407E10000 TACK COAT | 21,673 GAL | $1.85 | $1.75 | $1.80 | $2.00 | $2.26 | 2% |
| 408E10001 PRIME COAT, AS PER PLAN | 10,811 GAL | $3.25 | $2.75 | $3.00 | $3.85 | $4.25 | 2% |
| 621E00100 RPM | 1,525 EACH | $20.00 | $19.90 | $21.50 | $21.50 | $19.90 | 1% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 10,848 SY | $2.50 | $2.00 | $2.25 | $2.90 | $3.50 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $105,000 | $100,000 | $100,000 | $100,000 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 23.79 MILE | $925 | $600 | $900 | $1,000 | $1,240 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 23.04 MILE | $750 | $1,500 | $550 | $1,000 | $600 | 1% |
| 609E24511 CURB, TYPE 4-C, AS PER PLAN | 200 FT | $68.00 | $26.00 | $40.50 | $61.50 | $79.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,000 | $60,000 | $10,000 | $24,000 | $100,000 | 0% |
| 605E31100 AGGREGATE DRAINS | 1,800 FT | $4.00 | $5.00 | $7.00 | $6.36 | $4.60 | 0% |
| 617E20000 SHOULDER PREPARATION | 27,026 SY | $0.25 | $0.20 | $0.10 | $0.20 | $0.75 | 0% |
| 202E23500 WEARING COURSE REMOVED | 1,794 SY | $3.50 | $5.00 | $5.00 | $8.00 | $5.00 | 0% |
| 99 SY |
| $20.00 |
| $3.50 |
| $3.00 |
| $43.00 |
| $8.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 300 FT | $5.00 | $3.00 | $3.00 | $11.50 | $2.50 |
| 609E24510 CURB, TYPE 4-C | 100 FT | $50.00 | $30.00 | $40.50 | $103 | $70.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,525 EACH | $4.00 | $4.00 | $5.00 | $6.63 | $4.00 |
| 646E10400 STOP LINE | 64 FT | $14.50 | $25.00 | $11.00 | $11.00 | $25.00 |
| 614E12460 WORK ZONE MARKING SIGN | 62 EACH | $92.50 | $65.00 | $90.00 | $75.00 | $75.00 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 23.79 MILE | $90.00 | $1,100 | $390 | $540 | $860 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 300 FT | $8.00 | $0.15 | $12.00 | $3.25 | $2.50 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (7525 CY | $100 | $753k | 33% |
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 5,615 CY | $114 | $640k | 28% |
| 253E02000 PAVEMENT REPAIR | 900 CY | $225 | $203k | 9% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,253 CY | $46 | $104k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $100k | 4% |
| 646E10010 EDGE LINE, 6" | 23.14 MILE | $3,100 | $72k | 3% |
| 441E50401 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $250 | $58k | 3% |
| 646E10200 CENTER LINE | 11.57 MILE | $4,200 | $49k | 2% |
| 407E10000 TACK COAT | 21,673 GAL | $1.85 | $40k | 2% |
| 408E10001 PRIME COAT, AS PER PLAN | 10,811 GAL | $3.25 | $35k | 2% |