Ham-US 127-11.39
Hamilton County · est $3.0M
Bid dateThursday, May 17—
Hamilton County · est $3.0M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 68 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (6571 CY | $121 | $128 | 27% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 4,753 CY | $137 | $145 | 22% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 INCHES | 135,048 SY | $2.01 | $1.90 | 9% |
| 251E01011 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 1,146 CY | $216 | $230 | 8% |
| 809E69101 STOP-BAR RADAR DETECTION, AS PER PLAN | 26 EACH | $7,295 | $7,295 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $148,434 | $103,300 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $50,000 | 3% |
| 611E10400 |
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC |
|---|---|---|---|
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 577 SY | $24.42 | $19.00 |
| 202E30000 WALK REMOVED | 690 SF | $3.70 | $4.75 |
| 202E32000 CURB REMOVED | 22 FT | $20.48 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 4,608 FT | $1.60 | $1.60 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 7 EACH | $220 | $220 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 13 EACH | $165 | $165 |
| 202E42040 |
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 →
| 495 FT |
| $170 |
| $100 |
| 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 4,345 FT | $17.80 | $17.80 | 3% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 4,044 SY | $13.50 | $23.50 | 2% |
| 809E69001 ADVANCE RADAR DETECTION, AS PER PLAN | 6 EACH | $7,925 | $7,925 | 2% |
| 407E10000 TACK COAT | 18,907 GAL | $2.50 | $2.50 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 20 EACH | $2,135 | $2,135 | 1% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 192 CY | $187 | $155 | 1% |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 840 FT | $40.32 | $4.25 | 1% |
| 611E04400 12" CONDUIT, TYPE B | 390 FT | $72.09 | $35.00 | 1% |
| 644E00300 CENTER LINE | 6.2 MILE | $3,515 | $3,515 | 1% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 192 CY | $108 | $63.00 | 1% |
| 621E00100 RPM | 1,112 EACH | $18.35 | $18.35 | 1% |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 4,988 FT | $3.80 | $3.80 | 1% |
| 9 EACH |
| $85.00 |
| $85.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $75.00 | $75.00 |
| 204E10000 SUBGRADE COMPACTION | 577 SY | $1.50 | $1.75 |
| 204E13000 EXCAVATION OF SUBGRADE | 192 CY | $69.80 | $44.00 |
| 204E50000 GEOTEXTILE FABRIC | 577 SY | $3.54 | $2.40 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 6 MILE | $1,370 | $7,000 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 9 EACH | $785 | $785 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 4 EACH | $980 | $980 |
| 608E10000 4" CONCRETE WALK | 665 SF | $14.93 | $14.00 |
| 608E52001 CURB RAMP, AS PER PLAN | 840 SF | $19.93 | $18.50 |
| 202E58000 MANHOLE REMOVED | 3 EACH | $552 | $350 |
| 202E58100 CATCH BASIN REMOVED | 4 EACH | $552 | $350 |
| 659E00300 TOPSOIL | 23 CY | $68.42 | $150 |
| 659E10000 SEEDING AND MULCHING | 208 SY | $10.00 | $9.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $750 | $395 |
| 659E31000 LIME | 0.13 ACRE | $200 | $100 |
| 659E35000 WATER | 2 MGAL | $1.00 | $1.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 850 FT | $9.19 | $8.00 |
| 611E98150 CATCH BASIN, NO. 3 | 4 EACH | $2,344 | $3,125 |
| 611E99574 MANHOLE, NO. 3 | 3 EACH | $2,566 | $4,100 |
| 254E01600 PATCHING PLANED SURFACE | 4,828 SY | $2.66 | $1.00 |
| 304E20000 AGGREGATE BASE | 96 CY | $90.91 | $110 |
| 609E24510 CURB, TYPE 4-C | 944 FT | $16.00 | $22.00 |
| 609E26000 CURB, TYPE 6 | 10 FT | $30.00 | $58.00 |
| 617E10100 COMPACTED AGGREGATE | 214 CY | $46.25 | $110 |
| 617E25000 WATER | 5 MGAL | $50.81 | $50.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,112 EACH | $12.18 | $8.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 61 EACH | $7.20 | $7.20 |
| 644E00100 EDGE LINE, 4" | 8.1 MILE | $1,770 | $1,770 |
| 644E00204 LANE LINE, 6" | 1.62 MILE | $875 | $875 |
| 644E00400 CHANNELIZING LINE, 8" | 8,023 FT | $1.05 | $1.05 |
| 644E00500 STOP LINE | 750 FT | $4.50 | $4.50 |
| 644E00600 CROSSWALK LINE | 940 FT | $2.50 | $2.50 |
| 644E00900 ISLAND MARKING | 590 SF | $2.50 | $2.50 |
| 644E01100 SCHOOL SYMBOL MARKING, 72" | 2 EACH | $350 | $350 |
| 644E01300 LANE ARROW | 133 EACH | $65.00 | $65.00 |
| 644E01510 DOTTED LINE, 6" | 1,370 FT | $1.00 | $1.00 |
| 646E10000 EDGE LINE, 4" | 0.17 MILE | $6,005 | $6,005 |
| 646E10110 LANE LINE, 6" | 0.27 MILE | $5,325 | $5,325 |
| 646E10200 CENTER LINE | 0.18 MILE | $7,610 | $7,610 |
| 646E10300 CHANNELIZING LINE, 8" | 516 FT | $5.30 | $5.30 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 131 FT | $9.50 | $9.50 |
| 646E20300 LANE ARROW | 5 EACH | $250 | $250 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 200 HOUR | $81.46 | $85.00 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 1.62 MILE | $1,270 | $1,270 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 1.62 MILE | $550 | $550 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 6.17 MILE | $1,530 | $1,530 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 6.17 MILE | $805 | $805 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 8.1 MILE | $1,385 | $1,385 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 8.1 MILE | $665 | $665 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 750 FT | $0.55 | $0.55 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 750 FT | $0.50 | $0.50 |
| 614E27200 WORK ZONE CROSSWALK LINE, CLASS I, 642 PAINT | 940 FT | $2.10 | $2.10 |
| 614E27620 WORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT | 940 FT | $2.00 | $2.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 133 EACH | $45.00 | $45.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 133 EACH | $40.00 | $40.00 |
| 614E31200 WORK ZONE WORD ON PAVEMENT, 72", CLASS I, 642 PAIN | 2 EACH | $55.00 | $110 |
| 614E31620 WORK ZONE WORD ON PAVEMENT, 72", CLASS III, 642 PA | 2 EACH | $50.00 | $110 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 138 FT | $84.00 | $84.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 36 CF | $434 | $1,040 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,681 | $14,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,055 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (6571 CY | $120.55 | $792k | 24% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 4,753 CY | $137.08 | $652k | 20% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 INCHES | 135,048 SY | $2.01 | $271k | 8% |
| 251E01011 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 1,146 CY | $215.72 | $247k | 8% |
| 809E69101 STOP-BAR RADAR DETECTION, AS PER PLAN | 26 EACH | $7,295 | $190k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $148,434 | $148k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 611E10400 24" CONDUIT, TYPE B | 495 FT | $169.67 | $84k | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 4,345 FT | $17.8 | $77k | 2% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 4,044 SY | $13.5 | $55k | 2% |