Cle-SR 756-00.00
Clermont County · est $5.2M
Bid dateThursday, May 27—
Clermont County · est $5.2M
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 · 49 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|
| 253E02001 PAVEMENT REPAIR, AS PER PLAN, (A) | 12,176 CY | $160 | $180 | 31% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (6800 CY | $152 | $152 | 16% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,286 CY | $162 | $162 | 14% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 9,132 CY | $70.31 | $82.00 | 10% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 139,885 SY | $2.69 | $2.50 | 6% |
| 204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN, 12" DEEP | 9,132 CY | $40.57 | $30.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $323,196 | $566,000 | 5% |
| 624E10000 MOBILIZATION |
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 66 SY | $45.87 | $10.00 |
| 202E30000 WALK REMOVED | 249 SF | $5.11 | $20.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 92 FT | $11.58 | $35.00 |
| 202E38000 GUARDRAIL REMOVED | 901 FT | $5.00 | $2.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 8 EACH | $625 | $265 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 2 EACH | $275 | $115 |
| 204E10000 SUBGRADE COMPACTION | 66 SY | $8.60 |
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 |
| $150,000 |
| $200,000 |
| 2% |
| 407E20000 NON-TRACKING TACK COAT | 21,504 GAL | $5.00 | $3.00 | 2% |
| 204E50000 GEOTEXTILE FABRIC, TYPE D | 27,397 SY | $3.56 | $2.75 | 2% |
| 441E00100 ANTI-SEGREGATION EQUIPMENT | 11,539 CY | $7.19 | $9.00 | 1% |
| 644E00104 EDGE LINE, 6" | 22.43 MILE | $2,955 | $2,955 | 1% |
| 253E02000 PAVEMENT REPAIR | 100 CY | $491 | $450 | 1% |
| 617E10100 COMPACTED AGGREGATE | 675 CY | $65.29 | $115 | 1% |
| 644E00300 CENTER LINE | 11.21 MILE | $3,670 | $3,670 | 1% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $21,840 | $80,000 | 0% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 22 MILE | $908 | $350 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,086 | $32,495 | 0% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 21.67 MILE | $820 | $820 | 0% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | — | $2,410 | $2,540 | 0% |
| $5.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 687.5 FT | $20.50 | $23.60 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,125 | $1,045 |
| 607E35000 FENCE REMOVED AND REBUILT, TYPE 47 | 29 FT | $80.00 | $62.50 |
| 608E10000 4" CONCRETE WALK | 192 SF | $13.10 | $12.00 |
| 608E52000 CURB RAMP | 384 SF | $21.67 | $28.00 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 3.23 CY | $532 | $200 |
| 659E00300 TOPSOIL | 34.2 CY | $89.99 | $125 |
| 659E10000 SEEDING AND MULCHING | 306.7 SY | $10.00 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $500 | $610 |
| 659E31000 LIME | 0.06 ACRE | $200 | $80.00 |
| 659E35000 WATER | 1.7 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,525 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $7,980 | $4,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $6,277 | $6,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,890 | $2,500 |
| 602E20000 CONCRETE MASONRY | 1.86 CY | $3,586 | $2,900 |
| 611E05700 15" CONDUIT, TYPE A, 706.02, 707.01 ALUMINIZED, 70 | 31 FT | $290 | $250 |
| 611E07200 18" CONDUIT, TYPE A, 706.02, 707.01 ALUMINIZED, 70 | 28 FT | $322 | $275 |
| 611E08700 21" CONDUIT, TYPE A, 706.02, 707.01 ALUMINIZED, 70 | 33 FT | $322 | $275 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $573 | $1,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 7 EACH | $470 | $1,000 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN, (B) | 4 CY | $1,384 | $1,250 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 5,716 SY | $1.97 | $2.70 |
| 254E01600 PATCHING PLANED SURFACE | 1,459 SY | $3.94 | $5.00 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 16 CY | $479 | $550 |
| 304E20000 AGGREGATE BASE, 6" | 11 CY | $333 | $300 |
| 617E20000 SHOULDER PREPARATION | 446 SY | $8.15 | $2.00 |
| 617E25000 WATER | 13.53 MGAL | $54.22 | $10.00 |
| 621E00100 RPM | 736 EACH | $22.05 | $22.05 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 736 EACH | $20.26 | $7.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 14 EACH | $11.00 | $7.00 |
| 642E00114 EDGE LINE, 6", TYPE 1A | 0.15 MILE | $12,810 | $12,810 |
| 642E00300 CENTER LINE, TYPE 1 | 0.08 MILE | $24,410 | $24,410 |
| 644E00500 STOP LINE | 70 FT | $12.55 | $12.55 |
| 644E00600 CROSSWALK LINE | 90 FT | $10.55 | $10.55 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 10.83 MILE | $1,000 | $100 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 11.21 MILE | $670 | $670 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 22.43 MILE | $570 | $570 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 40 FT | $2.50 | $2.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 70 FT | $2.40 | $2.40 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $6,500 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 253E02001 PAVEMENT REPAIR, AS PER PLAN, (A) | 12,176 CY | $160.45 | $1.95M | 30% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (6800 CY | $152.3 | $1.04M | 16% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,286 CY | $162.1 | $857k | 13% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 9,132 CY | $70.31 | $642k | 10% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 139,885 SY | $2.69 | $376k | 6% |
| 204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN, 12" DEEP | 9,132 CY | $40.57 | $370k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $323,196 | $323k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $150,000 | $150k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 21,504 GAL | $5 | $108k | 2% |
| 204E50000 GEOTEXTILE FABRIC, TYPE D | 27,397 SY | $3.56 | $98k | 1% |