War-SR 48/SR 122-00.30/05.15
Warren County · est $2.6M
Bid dateThursday, May 26—
Warren County · est $2.6M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 50 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|
| 424E14000 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (4986 CY | $268 | $300 | 47% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (1372 CY | $173 | $185 | 8% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 1" | 179,481 SY | $1.09 | $2.75 | 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,028 CY | $181 | $210 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $130,543 | $383,000 | 5% |
| 644E00104 EDGE LINE, 6" | 27.06 MILE | $3,818 | $3,818 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 4% |
| 407E20000 |
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC |
|---|---|---|---|
| 202E30000 WALK REMOVED | 462 SF | $12.00 | $6.00 |
| 202E32500 CURB AND GUTTER REMOVED | 60 FT | $15.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 2,263 FT | $3.00 | $3.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 24 EACH | $500 | $500 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $200 | $200 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 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 →
| 14,998 GAL |
| $5.00 |
| $4.00 |
| 3% |
| 617E10100 COMPACTED AGGREGATE 1.5" DEPTH | 551 CY | $120 | $190 | 2% |
| 644E00300 CENTER LINE | 14.09 MILE | $4,628 | $4,628 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 28,232 SY | $2.13 | $3.50 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 26 EACH | $2,150 | $2,150 | 2% |
| 253E02000 PAVEMENT REPAIR | 45 CY | $993 | $1,050 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,712.5 FT | $26.00 | $26.00 | 2% |
| 621E00100 RPM | 1,032 EACH | $30.75 | $27.30 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 27.06 MILE | $1,048 | $1,048 | 1% |
| 617E10100 COMPACTED AGGREGATE, WITH SAFETY EDGE | 136 CY | $166 | $190 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 14.09 MILE | $1,572 | $1,572 | 1% |
| 617E20000 SHOULDER PREPARATION | 13,235 SY | $1.27 | $2.00 | 1% |
| 609E24510 CURB, TYPE 4-C | 375 FT | $40.00 | $50.00 | 1% |
| 28 CY |
| $170 |
| $150 |
| 204E10000 SUBGRADE COMPACTION | 125 SY | $5.39 | $15.00 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 4.5 MILE | $1,498 | $800 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,050 | $1,050 |
| 608E10000 4" CONCRETE WALK | 187 SF | $12.00 | $20.00 |
| 608E52000 CURB RAMP | 227 SF | $24.00 | $50.00 |
| 608E53020 DETECTABLE WARNING | 8 SF | $40.00 | $25.00 |
| 202E32000 CURB REMOVED | 20 FT | $25.32 | $20.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 63 SY | $50.00 | $28.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $566 | $1,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 14 EACH | $566 | $1,000 |
| 611E99900 DRAINAGE STRUCTURE, MISC.: CURB OPENING FOR DRAINA | 3 EACH | $2,880 | $2,250 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 11 CY | $368 | $1,250 |
| 254E01600 PATCHING PLANED SURFACE | 283 SY | $6.45 | $8.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449), 8" | 24 CY | $624 | $350 |
| 304E20000 AGGREGATE BASE, 6" | 18 CY | $275 | $300 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 12 FT | $50.00 | $80.00 |
| 609E26000 CURB, TYPE 6 | 54 FT | $40.00 | $80.00 |
| 617E25000 WATER | 13.75 MGAL | $722 | $25.00 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 1.57 MILE | $6,043 | $10,000 |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 8,290 FT | $0.64 | $5.00 |
| 897E02000 PATCHING PLANED SURFACE | 1,797 SY | $6.45 | $8.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 9 EACH | $566 | $700 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,032 EACH | $12.80 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 38 EACH | $11.00 | $11.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 12 FT | $15.50 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $35.00 | $150 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $15.00 | $30.00 |
| 644E00400 CHANNELIZING LINE, 8" | 630 FT | $1.35 | $1.35 |
| 644E00500 STOP LINE | 136 FT | $6.87 | $6.87 |
| 644E00620 CROSSWALK LINE, 12" | 1,548 FT | $3.45 | $3.45 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 1,053 FT | $6.55 | $6.55 |
| 644E00900 ISLAND MARKING | 85 SF | $5.20 | $5.20 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 3 EACH | $690 | $690 |
| 644E01300 LANE ARROW | 13 EACH | $105 | $105 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 2.25 MILE | $1,572 | $1,572 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 4.5 MILE | $1,048 | $1,048 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 1,260 FT | $0.60 | $0.60 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 30 FT | $3.50 | $3.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 136 FT | $3.50 | $3.50 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 26 EACH | $59.00 | $59.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,321 | $20,260 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $11,456 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 424E14000 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (4986 CY | $267.61 | $1.33M | 44% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (1372 CY | $173.25 | $238k | 8% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 1" | 179,481 SY | $1.09 | $196k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,028 CY | $181.21 | $186k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $130,543 | $131k | 4% |
| 644E00104 EDGE LINE, 6" | 27.06 MILE | $3,818 | $103k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 14,998 GAL | $5 | $75k | 2% |
| 617E10100 COMPACTED AGGREGATE 1.5" DEPTH | 551 CY | $120.14 | $66k | 2% |
| 644E00300 CENTER LINE | 14.09 MILE | $4,628 | $65k | 2% |