Eri-SR 60-07.88
Erie County · est $0.7M
Bid dateThursday, November 9—
Erie County · est $0.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 27 more items below.
| Item | Quantity | R1Rietschlin Construction INC | R2Smith Paving & Excavating INC | R3Karvo Companies INC | % of bid |
|---|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) (6") | 471 CY | $219 | $199 | $250 | 14% |
| 606E60050 IMPACT ATTENUATOR, TYPE 3 (BIDIRECTIONAL) (62 MPH, | 2 EACH | $49,700 | $43,680 | $49,674 | 14% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 3,460 FT | $23.50 | $21.29 | $22.00 | 11% |
| 624E10000 MOBILIZATION | 1 LS | $45,000 | $65,000 | $140,000 | 6% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 117 CY | $374 | $340 | $475 | 6% |
| 622E10061 CONCRETE BARRIER, SINGLE SLOPE, TYPE B, AS PER PLA | 165.5 FT | $238 | $300 | $500 | 5% |
| 614E12390 WORK ZONE IMPACT ATTENUATOR, OVER 24? AND LESS THA |
| Item | Quantity | R1Rietschlin Construction INC | R2Smith Paving & Excavating INC | R3Karvo Companies INC |
|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 633 SY | $15.00 | $23.00 | $40.00 |
| 202E38000 GUARDRAIL REMOVED | 1,237.5 FT | $6.00 | $2.00 | $2.00 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 50 FT | $45.00 | $3.40 | $3.80 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 3 EACH | $415 | $320 | $325 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $325 | $100 | $95.00 |
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 →
| 16 EACH |
| $2,215 |
| $2,012 |
| $2,012 |
| 5% |
| 304E20000 AGGREGATE BASE (6") | 471 CY | $74.00 | $76.00 | $75.00 | 5% |
| 442E20170 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 117 CY | $297 | $270 | $325 | 5% |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 280 FT | $105 | $105 | $400 | 4% |
| 203E10000 EXCAVATION | 726 CY | $40.00 | $29.00 | $30.00 | 4% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 2.48 MILE | $10,500 | $9,515 | $9,515 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $75,000 | $80,000 | 3% |
| 202E30600 CONCRETE MEDIAN REMOVED | 2,189 SY | $10.00 | $21.00 | $12.00 | 3% |
| 622E10061 CONCRETE BARRIER, SINGLE SLOPE, TYPE B, AS PER PLA | 80 FT | $238 | $310 | $300 | 3% |
| 622E24841 CONCRETE BARRIER END SECTION, TYPE B, AS PER PLAN | 2 EACH | $7,500 | $15,250 | $8,000 | 2% |
| 202E32000 CURB REMOVED | 1,785 FT | $6.00 | $6.50 | $10.00 | 1% |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 3,486 FT | $3.00 | $2.40 | $3.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $25,000 | $15,000 | 1% |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $4,900 | $5,250 | $10,000 | 1% |
| 2 EACH |
| $880 |
| $375 |
| $395 |
| 204E10000 SUBGRADE COMPACTION | 2,823 SY | $2.00 | $1.85 | $3.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 162.5 FT | $34.00 | $22.40 | $23.20 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $3,135 | $2,920 | $2,950 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,650 | $1,440 | $1,425 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,915 | $2,675 | $2,760 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 2 EACH | $4,000 | $5,000 | $8,500 |
| 407E10000 TACK COAT (FOR INTERM. COURSE 0.04 GAL/SY) | 112 GAL | $3.00 | $2.55 | $3.00 |
| 407E10000 TACK COAT (SURFACE COURSE 0.08 GAL/SY) | 226 GAL | $3.00 | $2.55 | $3.00 |
| 621E00100 RPM | 54 EACH | $83.00 | $75.00 | $75.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $60.00 | $50.00 | $5.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (1 WAY) | 20 EACH | $11.00 | $12.00 | $12.50 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $27.50 | $85.00 | $95.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 1.58 MILE | $1,000 | $900 | $900 |
| 642E00204 LANE LINE, 6", TYPE 1 | 0.81 MILE | $800 | $700 | $700 |
| 644E00404 CHANNELIZING LINE, 12" | 875 FT | $7.00 | $6.00 | $6.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 885 FT | $8.00 | $7.00 | $7.00 |
| 644E01300 LANE ARROW | 10 EACH | $110 | $100 | $100 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (1 WAY) | 73 EACH | $10.00 | $8.32 | $12.50 |
| 614E13350 OBJECT MARKER, ONE WAY | 73 EACH | $15.00 | $13.38 | $13.38 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $1,790 | $3,000 | $2,500 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) (6") | 471 CY | $219 | $103k | 13% |
| 606E60050 IMPACT ATTENUATOR, TYPE 3 (BIDIRECTIONAL) (62 MPH, | 2 EACH | $49,700 | $99k | 12% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 3,460 FT | $23.5 | $81k | 10% |
| 624E10000 MOBILIZATION | 1 LS | $45,000 | $45k | 6% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 117 CY | $374 | $44k | 5% |
| 622E10061 CONCRETE BARRIER, SINGLE SLOPE, TYPE B, AS PER PLA | 165.5 FT | $238 | $39k | 5% |
| 614E12390 WORK ZONE IMPACT ATTENUATOR, OVER 24? AND LESS THA | 16 EACH | $2,215 | $35k | 4% |
| 304E20000 AGGREGATE BASE (6") | 471 CY | $74 | $35k | 4% |
| 442E20170 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 117 CY | $297 | $35k | 4% |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 280 FT | $105 | $29k | 4% |