CLE-SR 450-00.09
CLE County · est $1.3M
Bid dateThursday, November 18—
CLE County · est $1.3M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 41 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|
| 861E11300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 2,347 CY | $177 | $205 | 29% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,012 CY | $201 | $215 | 29% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 48,275 SY | $2.17 | $2.75 | 7% |
| 253E02000 PAVEMENT REPAIR | 250 CY | $372 | $330 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $83,958 | $108,000 | 6% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 3,050 FT | $24.75 | $24.75 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | 3% |
| 407E20000 |
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 3,250 FT | $2.00 | $2.00 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 187.5 FT | $3.00 | $3.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 8 EACH | $150 | $150 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 4 EACH | $125 | $125 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $175 | $175 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 2 EACH | $200 | $200 |
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 →
| 7,242 GAL |
| $5.00 |
| $3.00 |
| 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 OR MASH 201 | 8 EACH | $2,600 | $2,600 | 1% |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 11,194 FT | $1.85 | $2.50 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 200 HOUR | $91.61 | $80.00 | 1% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 2,692 CY | $6.50 | $15.00 | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 7 EACH | $2,340 | $2,340 | 1% |
| 609E23001 COMBINATION CURB AND GUTTER, TYPE 4, AS PER PLAN | 144 FT | $65.41 | $150 | 1% |
| 809E69001 ADVANCE RADAR DETECTION, AS PER PLAN | 1 EACH | $9,400 | $10,250 | 1% |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 2 EACH | $4,650 | $4,650 | 1% |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 187.5 FT | $47.75 | $47.75 | 1% |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 1 EACH | $8,850 | $9,500 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 8.48 MILE | $825 | $825 | 0% |
| 621E00100 RPM | 213 EACH | $31.28 | $31.28 | 0% |
| 209E15000 RESHAPING UNDER GUARDRAIL | 37 STA | $25.00 | $25.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,265 | $1,265 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $650 | $650 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 1 EACH | $667 | $1,600 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $558 | $1,600 |
| 254E01600 PATCHING PLANED SURFACE | 484 SY | $3.58 | $8.00 |
| 617E10100 COMPACTED AGGREGATE | 104 CY | $32.98 | $210 |
| 617E20000 SHOULDER PREPARATION | 2,487 SY | $1.30 | $1.00 |
| 617E25000 WATER | 2 MGAL | $340 | $50.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $497 | $1,250 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 213 EACH | $21.56 | $8.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 48 EACH | $12.00 | $12.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 4.24 MILE | $559 | $559 |
| 642E00204 LANE LINE, 6", TYPE 1 | 1.6 MILE | $325 | $325 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 3,606 FT | $0.75 | $0.75 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 1,300 FT | $0.55 | $0.55 |
| 642E01560 DOTTED LINE, 12", TYPE 1 | 200 FT | $0.80 | $0.80 |
| 644E00500 STOP LINE | 42 FT | $10.00 | $10.00 |
| 644E00720 CHEVRON MARKING | 450 FT | $7.74 | $7.75 |
| 644E01300 LANE ARROW | 12 EACH | $132 | $132 |
| 644E01360 WRONG WAY ARROW | 2 EACH | $207 | $207 |
| 644E01410 WORD ON PAVEMENT, 96" | 1 EACH | $140 | $140 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 3.2 MILE | $475 | $475 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 7,212 FT | $0.90 | $0.90 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 2,600 FT | $0.65 | $0.65 |
| 614E24208 WORK ZONE DOTTED LINE, CLASS I, 12", 642 PAINT | 400 FT | $0.75 | $0.75 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 42 FT | $3.50 | $3.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 42 FT | $3.50 | $3.50 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 12 EACH | $45.00 | $45.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 12 EACH | $45.00 | $45.00 |
| 614E31650 WORK ZONE WORD ON PAVEMENT, 96", CLASS I, 642 PAIN | 1 EACH | $50.00 | $50.00 |
| 614E31670 WORK ZONE WORD ON PAVEMENT, 96", CLASS III, 642 PA | 1 EACH | $50.00 | $50.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,514 | $8,299 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $4,170 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 861E11300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 2,347 CY | $176.52 | $414k | 28% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,012 CY | $201.03 | $404k | 27% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 48,275 SY | $2.17 | $105k | 7% |
| 253E02000 PAVEMENT REPAIR | 250 CY | $371.74 | $93k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $83,958 | $84k | 6% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 3,050 FT | $24.75 | $75k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 7,242 GAL | $5 | $36k | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 OR MASH 201 | 8 EACH | $2,600 | $21k | 1% |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 11,194 FT | $1.85 | $21k | 1% |