But-/Ham-SR 128-10.75/00.00 (Part 1 and Part 2)
Butler County · est $4.9M
Bid dateThursday, February 22—
Butler County · est $4.9M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 103 more items below.
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 10,167 CY | $210 | $245 | 49% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 243,961 SY | $2.00 | $1.59 | 11% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 16,200 FT | $19.80 | $19.80 | 7% |
| 253E02000 PAVEMENT REPAIR (A) | 690 CY | $405 | $398 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $170,000 | $67,446 | 4% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 310 FT | $390 | $390 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $200,000 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 45 EACH | $2,220 | $2,220 | 2% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W27x84 | 1,032 FT | $80.00 | $80.00 | 2% |
| 617E10100 COMPACTED AGGREGATE | 531 CY | $150 | $146 | 2% |
| 644E00104 EDGE LINE, 6" | 22.53 MILE | $3,335 | $4,200 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 23,918 GAL | $3.00 | $4.00 | 2% |
| 644E00300 CENTER LINE | 11.49 MILE | $5,125 | $4,340 | 1% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 500 FT | $108 | $108 | 1% |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE PANEL 1 | 93 EACH | $575 | $575 | 1% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 442 FT | $90.00 | $90.00 | 1% |
| 621E00100 RPM | 1,279 EACH | $30.80 | $30.80 | 1% |
| 530E51020 SPECIAL - RETAINING WALL, TIMBER LAGGING (OPTIONAL | 1,608 SF | $22.50 | $22.50 | 1% |
| 202E38000 GUARDRAIL REMOVED | 16,525 FT | $2.00 | $2.00 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 28.26 CF | $900 | $890 | 1% |
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company |
|---|---|---|---|
| 202E30000 WALK REMOVED | 336 SF | $5.00 | $8.00 |
| 202E32000 CURB REMOVED | 14 FT | $17.00 | $9.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 25 EACH | $300 | $300 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 23 EACH | $145 | $145 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 6 EACH | $100 | $100 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $65.00 | $65.00 |
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 →
| 1.7 CY |
| $250 |
| $136 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 13 EACH | $940 | $940 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 8 EACH | $1,260 | $1,260 |
| 608E10000 4" CONCRETE WALK | 383 SF | $17.50 | $14.00 |
| 608E52000 CURB RAMP | 126 SF | $75.00 | $32.00 |
| 609E24510 CURB, TYPE 4-C | 21 FT | $90.00 | $75.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 200 EACH | $12.00 | $12.00 |
| 659E00300 TOPSOIL | 0.36 CY | $75.00 | $711 |
| 659E10000 SEEDING AND MULCHING | 39 SY | $6.00 | $15.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.01 TON | $4,000 | $5,000 |
| 659E31000 LIME | 0.01 ACRE | $200 | $1,500 |
| 659E35000 WATER | 0.5 MGAL | $20.00 | $10.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 3 EACH | $1,100 | $989 |
| 253E02000 PAVEMENT REPAIR (B) | 4 CY | $950 | $1,103 |
| 254E01600 PATCHING PLANED SURFACE | 2,418 SY | $4.75 | $6.84 |
| 617E20000 SHOULDER PREPARATION | 12,733 SY | $1.00 | $1.73 |
| 617E25000 WATER | 11 MGAL | $30.00 | $75.16 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 2.81 MILE | $2,375 | $4,284 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 8.8 MILE | $775 | $2,263 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $800 | $663 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 950 EACH | $10.00 | $16.04 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 13 FT | $18.00 | $21.00 |
| 630E80100 SIGN, FLAT SHEET | 18 SF | $22.00 | $16.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $15.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $65.00 | $45.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $20.00 | $20.00 |
| 644E00204 LANE LINE, 6" | 1.86 MILE | $1,410 | $1,870 |
| 644E00400 CHANNELIZING LINE, 8" | 5,082 FT | $1.90 | $1.25 |
| 644E00500 STOP LINE | 337 FT | $6.40 | $6.00 |
| 644E00620 CROSSWALK LINE, 12" | 55 FT | $3.20 | $5.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 1,797 FT | $6.40 | $5.50 |
| 644E00720 CHEVRON MARKING | 67 FT | $6.40 | $5.50 |
| 644E00900 ISLAND MARKING | 310 SF | $3.85 | $5.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 4 EACH | $320 | $425 |
| 644E01300 LANE ARROW | 51 EACH | $104 | $100 |
| 644E01410 WORD ON PAVEMENT, 96", | 2 EACH | $1,010 | $750 |
| 644E01510 DOTTED LINE, 6" | 609 FT | $2.60 | $1.20 |
| 644E20800 YIELD LINE | 24 FT | $32.75 | $8.50 |
| 646E10010 EDGE LINE, 6" | 0.2 MILE | $15,350 | $18,171 |
| 646E10200 CENTER LINE | 0.1 MILE | $23,500 | $24,260 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $10,000 | $633 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 11.16 CF | $900 | $1,920 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $10,000 | $633 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 157 FT | $110 | $110 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $85.00 | $94.29 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $1,075 | $995 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 11.48 MILE | $1,525 | $1,115 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 22.34 MILE | $1,020 | $1,065 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 4,865 FT | $1.25 | $0.75 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 340 FT | $4.50 | $3.50 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $18,907 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $250 | $684 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 38 FT | $45.00 | $41.08 |
| 202E38000 GUARDRAIL REMOVED | 212.5 FT | $2.00 | $2.00 |
| 203E10000 EXCAVATION | 187 CY | $50.00 | $75.31 |
| 203E20000 EMBANKMENT | 88 CY | $65.00 | $41.23 |
| 204E10000 SUBGRADE COMPACTION | 511 SY | $5.00 | $3.53 |
| 204E45000 PROOF ROLLING | 1 HOUR | $1,000 | $227 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 162.5 FT | $25.20 | $25.20 |
| 606E15200 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 50 FT | $30.40 | $30.40 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $7,200 | $3,500 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $180 | $291 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $425 | $634 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $135 |
| 659E00300 TOPSOIL | 44 CY | $75.00 | $5.00 |
| 659E10000 SEEDING AND MULCHING | 389 SY | $6.00 | $3.75 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $5,718 | $1,500 |
| 659E31000 LIME | 0.08 ACRE | $200 | $100 |
| 659E35000 WATER | 3 MGAL | $20.00 | $10.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.31 CY | $10,000 | $9,784 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 212 FT | $20.00 | $29.70 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 10 FT | $30.00 | $61.69 |
| 611E07400 18" CONDUIT, TYPE B, 706.02 | 38 FT | $300 | $395 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $315 | $577 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 81 CY | $240 | $267 |
| 304E20000 AGGREGATE BASE | 83 CY | $115 | $105 |
| 407E10000 TACK COAT | 53 GAL | $4.00 | $5.00 |
| 442E20180 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 40 CY | $275 | $476 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 3 EACH | $15.00 | $15.00 |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE PANEL 2 | 27 EACH | $575 | $575 |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE PANEL 3 | 7 EACH | $575 | $575 |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE PANEL 4 | 2 EACH | $575 | $575 |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE PANEL 5 | 4 EACH | $575 | $575 |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE PANEL 6 | 1 EACH | $575 | $575 |
| 518E21101 POROUS BACKFILL, AS PER PLAN | 284 CY | $56.00 | $56.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 640 FT | $3.64 | $3.64 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,232 | $2,232 |
| 614E13360 OBJECT MARKER, TWO WAY | 13 EACH | $20.03 | $20.03 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.31 MILE | $9,615 | $5,575 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.62 MILE | $6,410 | $4,305 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 23 FT | $26.70 | $10.00 |
| 616E10000 WATER | 1 MGAL | $30.00 | $75.63 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 640 FT | $32.98 | $32.98 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,931 | $29,402 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $12,757 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 10,167 CY | $210 | $2.14M | 44% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 243,961 SY | $2 | $488k | 10% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 16,200 FT | $19.8 | $321k | 7% |
| 253E02000 PAVEMENT REPAIR (A) | 690 CY | $405 | $279k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $170,000 | $170k | 4% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 310 FT | $390 | $121k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 45 EACH | $2,220 | $100k | 2% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W27x84 | 1,032 FT | $80 | $83k | 2% |
| 617E10100 COMPACTED AGGREGATE | 531 CY | $150 | $80k | 2% |