War-SR 73-07.20
Warren County · est $4.6M
Bid dateThursday, December 4—
Warren County · est $4.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 78 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Fillmore Construction | R3Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 8,023 CY | $246 | $220 | $252 | 48% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 229,104 SY | $1.35 | $2.00 | $2.30 | 7% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 11,000 FT | $24.50 | $24.50 | $24.50 | 7% |
| 253E02000 PAVEMENT REPAIR | 500 CY | $477 | $300 | $460 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $225,000 | $153,000 | $100,000 | 5% |
| 617E10100 COMPACTED AGGREGATE | 952 CY | $137 | $100 | $100 | 3% |
| 614E11000 MAINTAINING TRAFFIC |
| Item | Quantity | R1John R Jurgensen Company | R2Fillmore Construction | R3Barrett Paving Materials INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $19,342 | $25,000 | $8,000 |
| 202E23000 PAVEMENT REMOVED | 422 SY | $15.66 | $20.00 | $50.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 81 FT | $25.69 | $20.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 11,721 FT | $2.50 | $2.50 | $2.50 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 32 EACH | $275 | $275 | $275 |
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 |
| $128,275 |
| $250,000 |
| $275,000 |
| 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 46 EACH | $2,450 | $2,450 | $2,450 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 21,029 GAL | $5.00 | $5.00 | $4.00 | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 1,708 SY | $58.74 | $100 | $80.00 | 2% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 458 CY | $218 | $200 | $225 | 2% |
| 644E00104 EDGE LINE, 6" | 20.2 MILE | $3,810 | $4,089 | $3,810 | 2% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 888 CY | $70.40 | $100 | $85.00 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,823 FT | $30.98 | $31.00 | $30.98 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $50,118 | $5,000 | $35,000 | 1% |
| 621E00100 RPM | 1,213 EACH | $36.70 | $40.00 | $36.70 | 1% |
| 644E00300 CENTER LINE | 11.43 MILE | $3,875 | $4,508 | $3,875 | 1% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 2,816 FT | $14.55 | $12.00 | $18.00 | 1% |
| 304E20000 AGGREGATE BASE | 510 CY | $76.25 | $100 | $90.00 | 1% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (95 CY | $332 | $300 | $295 | 1% |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 19 EACH | $50.00 | $50.00 | $50.00 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 9 EACH | $40.00 | $40.00 | $40.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 1 EACH | $50.00 | $50.00 | $50.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 7 EACH | $75.00 | $75.00 | $75.00 |
| 203E10000 EXCAVATION | 566 CY | $19.50 | $30.00 | $40.00 |
| 203E20000 EMBANKMENT | 1,020 CY | $22.82 | $50.00 | $35.00 |
| 204E10000 SUBGRADE COMPACTION | 1,951 SY | $2.25 | $5.00 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 888 CY | $34.88 | $30.00 | $40.00 |
| 204E50000 GEOTEXTILE FABRIC | 1,951 SY | $3.10 | $3.00 | $2.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 142 STA | $35.00 | $35.00 | $35.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, SOFTSTOP | 5 EACH | $2,850 | $2,850 | $2,850 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 14 EACH | $1,100 | $1,100 | $1,100 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 7 EACH | $2,400 | $2,400 | $2,400 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 2 EACH | $325 | $325 | $325 |
| 623E40000 MONUMENT ASSEMBLY REMOVED AND RESET | 5 EACH | $749 | $3,000 | $1,250 |
| 659E00300 TOPSOIL | 313 CY | $44.10 | $50.00 | $62.00 |
| 659E10000 SEEDING AND MULCHING | 2,818 SY | $1.48 | $1.45 | $1.48 |
| 659E20000 COMMERCIAL FERTILIZER | 0.38 TON | $925 | $1,400 | $925 |
| 659E31000 LIME | 0.58 ACRE | $100 | $450 | $100 |
| 659E35000 WATER | 16 MGAL | $1.00 | $100 | $1.00 |
| 660E20000 SODDING REINFORCED | 77 SY | $17.45 | $15.00 | $17.45 |
| 670E00500 SLOPE EROSION PROTECTION | 29 SY | $8.00 | $2.00 | $8.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,300 | $3,500 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $6,790 | $5,000 | $7,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $12,116 | $10,000 | $12,120 |
| 832E30000 EROSION CONTROL | 24,405 EACH | $1.00 | $1.00 | $1.00 |
| 611E04900 12" CONDUIT, TYPE D | 49 FT | $95.75 | $100 | $65.00 |
| 611E04900 12" CONDUIT, TYPE D, 706.02 | 46 FT | $125 | $200 | $90.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 6 SY | $281 | $100 | $125 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 41 FT | $54.06 | $50.00 | $32.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 3 EACH | $656 | $500 | $250 |
| 254E01600 PATCHING PLANED SURFACE | 2,298 SY | $4.26 | $5.00 | $5.00 |
| 407E10000 TACK COAT | 9 GAL | $5.00 | $5.00 | $4.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $1,884 | $500 | $1,200 |
| 441E70600 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (5 CY | $1,552 | $500 | $1,200 |
| 617E20000 SHOULDER PREPARATION | 17,717 SY | $1.61 | $2.00 | $0.50 |
| 617E25000 WATER | 19 MGAL | $7.51 | $100 | $10.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 9.25 MILE | $750 | $1,000 | $1,275 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 19.84 MILE | $750 | $1,000 | $1,275 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,191 EACH | $12.00 | $10.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 152 EACH | $12.00 | $12.00 | $12.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 39 FT | $16.00 | $16.00 | $16.00 |
| 630E80100 SIGN, FLAT SHEET | 24.75 SF | $26.00 | $26.00 | $26.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $15.00 | $15.00 | $15.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 3 EACH | $30.00 | $30.00 | $30.00 |
| 644E00404 CHANNELIZING LINE, 12" | 4,384 FT | $1.50 | $1.84 | $1.50 |
| 644E00500 STOP LINE | 300 FT | $7.50 | $7.16 | $7.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 2,583 FT | $7.50 | $7.15 | $7.50 |
| 644E00900 ISLAND MARKING | 350 SF | $6.00 | $3.35 | $6.00 |
| 644E01300 LANE ARROW | 64 EACH | $115 | $113 | $115 |
| 807E10010 WET REFLECTIVE TRAFFIC PAINT, EDGE LINE, 6" | 9.61 MILE | $2,580 | $3,835 | $2,580 |
| 807E10110 WET REFLECTIVE TRAFFIC PAINT, LANE LINE, 6" | 4.42 MILE | $1,100 | $1,917 | $1,100 |
| 807E10310 WET REFLECTIVE TRAFFIC PAINT, CHANNELIZING LINE, 1 | 850 FT | $1.30 | $1.50 | $1.30 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,300 | $2,218 | $1,300 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $0.30 | $1.85 | $0.30 |
| 614E11630 INCREASED BARRIER DELINEATION | 172 FT | $2.32 | $3.00 | $2.32 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,974 | $2,000 | $1,974 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 41 EACH | $13.03 | $14.00 | $13.03 |
| 614E13360 OBJECT MARKER, TWO WAY | 45 EACH | $25.79 | $26.00 | $25.97 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 4.42 MILE | $500 | $665 | $500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 11.58 MILE | $990 | $2,188 | $990 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 30.21 MILE | $700 | $1,124 | $700 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 4,980 FT | $0.85 | $0.76 | $0.85 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 300 FT | $2.80 | $5.15 | $2.80 |
| 616E10000 WATER | 4 MGAL | $164 | $100 | $100 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 200 HOUR | $131 | $100 | $85.00 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 26 EACH | $19.42 | $7.51 | $7.51 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 0.03 CY | $81,765 | $10,000 | $80,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 76 LB | $37.04 | $3.00 | $15.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.41 CY | $18,833 | $8,000 | $20,000 |
| 512E10000 SEALING OF CONCRETE SURFACES | 1 SY | $800 | $1,000 | $300 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,352 | $35,000 | $23,414 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $11,853 | $25,000 | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 8,023 CY | $245.96 | $1.97M | 42% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 229,104 SY | $1.35 | $309k | 7% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 11,000 FT | $24.5 | $270k | 6% |
| 253E02000 PAVEMENT REPAIR | 500 CY | $476.9 | $238k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $225,000 | $225k | 5% |
| 617E10100 COMPACTED AGGREGATE | 952 CY | $137.47 | $131k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $128,275 | $128k | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 46 EACH | $2,450 | $113k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 21,029 GAL | $5 | $105k | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 1,708 SY | $58.74 | $100k | 2% |