Ham-/Cle-SR 126-22.28/00.00
Hamilton County · est $1.8M
Bid dateThursday, September 30—
Hamilton County · est $1.8M
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 · 30 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 ( | 4,711 CY | $180 | $206 | 48% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 8,175 FT | $23.50 | $21.80 | 11% |
| 253E02000 PAVEMENT REPAIR | 500 CY | $320 | $306 | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2" | 83,886 SY | $1.90 | $1.73 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $56,246 | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 OR MASH2016 | 24 EACH | $2,450 | $2,720 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $20,000 | 2% |
| 644E00100 EDGE LINE, 4" | 10.5 MILE |
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company |
|---|---|---|---|
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 18 EACH | $290 | $285 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 8 EACH | $250 | $135 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 2 EACH | $100 | $105 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $115 | $65.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 92 STA | $40.00 | $45.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,200 | $1,225 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE |
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 →
| $3,250 |
| $2,283 |
| 2% |
| 644E00300 CENTER LINE | 5.25 MILE | $6,500 | $4,400 | 2% |
| 617E10100 COMPACTED AGGREGATE | 239 CY | $140 | $108 | 2% |
| 608E52000 CURB RAMP | 572 SF | $50.00 | $32.00 | 2% |
| 202E38000 GUARDRAIL REMOVED | 8,613 FT | $2.20 | $1.80 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 5,034 GAL | $3.00 | $3.50 | 1% |
| 621E00100 RPM | 445 EACH | $24.95 | $35.50 | 1% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 10 EACH | $1,050 | $563 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 5.25 MILE | $1,959 | $1,315 | 1% |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 10.5 MILE | $925 | $715 | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,400 | $2,395 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,488 | $7,788 | 0% |
| 254E01600 PATCHING PLANED SURFACE | 840 SY | $8.00 | $4.11 | 0% |
| 1 EACH |
| $1,300 |
| $563 |
| 202E23000 PAVEMENT REMOVED | 13 SY | $150 | $204 |
| 202E30000 WALK REMOVED | 494 SF | $8.00 | $20.00 |
| 608E10000 4" CONCRETE WALK | 85 SF | $50.00 | $32.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 11 MILE | $400 | $1,566 |
| 617E25000 WATER | 5 MGAL | $50.00 | $62.55 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $750 | $428 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 445 EACH | $7.00 | $18.17 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 102 EACH | $10.00 | $8.30 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.03 MILE | $6,937 | $5,493 |
| 642E00300 CENTER LINE, TYPE 1 | 0.15 MILE | $9,647 | $9,417 |
| 644E00400 CHANNELIZING LINE, 8" | 1,312 FT | $2.00 | $1.30 |
| 644E00500 STOP LINE | 145 FT | $8.00 | $5.00 |
| 644E00600 CROSSWALK LINE | 45 FT | $4.00 | $3.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 360 FT | $7.00 | $4.75 |
| 644E00720 CHEVRON MARKING | 283 FT | $7.00 | $5.00 |
| 644E00900 ISLAND MARKING | 42 SF | $4.00 | $3.80 |
| 644E01300 LANE ARROW | 16 EACH | $123 | $84.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 12 HOUR | $80.00 | $92.48 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 1,312 FT | $1.50 | $0.80 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 145 FT | $6.00 | $3.50 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 16 EACH | $30.00 | $45.00 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $5,000 | $4,827 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 4,711 CY | $180 | $848k | 47% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 8,175 FT | $23.5 | $192k | 11% |
| 253E02000 PAVEMENT REPAIR | 500 CY | $320 | $160k | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2" | 83,886 SY | $1.9 | $159k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $60k | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 OR MASH2016 | 24 EACH | $2,450 | $59k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 2% |
| 644E00100 EDGE LINE, 4" | 10.5 MILE | $3,250 | $34k | 2% |
| 644E00300 CENTER LINE | 5.25 MILE | $6,500 | $34k | 2% |
| 617E10100 COMPACTED AGGREGATE | 239 CY | $140 | $33k | 2% |