FAY-US 35-17.56
FAY County · est $4.7M
Bid dateThursday, March 17—
FAY County · est $4.7M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 72 more items below.
| Item | Quantity | R1John R Jurgensen Company | % of bid |
|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,519 CY | $202 | 49% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 8,528 SY | $61.81 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $381,787 | 7% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 394 CY | $571 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | 4% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN 1. | 179,719 SY | $1.10 | 4% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN 1. | 120,697 SY | $1.10 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 5,837.5 FT | $22.00 | 2% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 25.53 MILE | $4,900 | 2% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,700 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 25,527 GAL | $3.50 | 2% |
| 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN | 213 FT | $402 | 2% |
| 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN | 213 FT | $402 | 2% |
| 203E20001 EMBANKMENT, AS PER PLAN | 2,531.8 CY | $33.10 | 2% |
| 617E10100 COMPACTED AGGREGATE | 937.74 CY | $83.95 | 2% |
| 203E20000 EMBANKMENT | 2,158 CY | $30.18 | 1% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 7,493 CY | $6.75 | 1% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 198 SY | $200 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 51.68 MILE | $751 | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 16 EACH | $2,400 | 1% |
| Item | Quantity | R1John R Jurgensen Company |
|---|---|---|
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 5,487 FT | $2.00 |
| 202E42041 ANCHOR ASSEMBLY REMOVED, TYPE T, AS PER PLAN | 16 EACH | $100 |
| 202E42051 ANCHOR ASSEMBLY REMOVED, TYPE B, AS PER PLAN | 8 EACH | $150 |
| 202E47001 BRIDGE TERMINAL ASSEMBLY REMOVED, AS PER PLAN | 32 EACH | $100 |
| 202E47801 IMPACT ATTENUATOR REMOVED, AS PER PLAN | 1 EACH | $1,299 |
| 203E10000 EXCAVATION | 1,429 CY | $26.57 |
| 203E10001 EXCAVATION, AS PER PLAN | 63 CY | $23.83 |
| 209E10000 DITCH CLEANOUT | 410 FT | $9.33 |
| 209E15000 |
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 →
| 66.3 STA |
| $75.00 |
| 209E60500 LINEAR GRADING | 25.59 MILE | $782 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 8 EACH | $2,100 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 16 EACH | $1,250 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 16 EACH | $400 |
| 606E98000 GUARDRAIL, MISC.: ALTERNATIVE GUARDRAIL PLACEMENT | 100 FT | $8.50 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 111 SY | $103 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 68 CY | $172 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $100 |
| 659E00300 TOPSOIL | 1,315 CY | $11.07 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 9,623.7 SY | $1.50 |
| 659E10000 SEEDING AND MULCHING | 2,243 SY | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 593 SY | $3.00 |
| 659E15000 INTER-SEEDING | 593 SY | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 1.61 TON | $1,000 |
| 659E31000 LIME | 2.45 ACRE | $10.00 |
| 659E35000 WATER | 64 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 21,000 EACH | $1.00 |
| 611E01500 6" CONDUIT, TYPE F | 10 FT | $255 |
| 611E02600 8" CONDUIT, TYPE F | 10 FT | $266 |
| 611E03700 10" CONDUIT, TYPE F | 10 FT | $274 |
| 611E05200 12" CONDUIT, TYPE F | 10 FT | $278 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 26.95 MILE | $485 |
| 620E60500 REMOVAL OF DELINEATOR, POST SURFACE MOUNTED | 8 EACH | $99.56 |
| 621E00100 RPM | 606 EACH | $32.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 902 EACH | $14.99 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 1-WAY | 137 EACH | $8.50 |
| 626E00114 BARRIER REFLECTOR, TYPE 4 1-WAY | 86 EACH | $20.00 |
| 630E80100 SIGN, FLAT SHEET | 8 SF | $80.00 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.36 MILE | $33,500 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 0.18 MILE | $9,260 |
| 807E14100 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 12.76 MILE | $2,200 |
| 807E14430 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 250 FT | $2.03 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.75 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $5,300 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $92.26 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, 1-WAY | 111 EACH | $15.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 37 EACH | $16.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $1,050 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 25.84 MILE | $502 |
| 616E10000 WATER | 5 MGAL | $138 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,900 FT | $18.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 80.4 FT | $18.75 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 100 LB | $5.25 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 120 SY | $27.50 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 1,010 SY | $7.85 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 80.4 FT | $18.75 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 120 SY | $27.50 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 1,010 SY | $7.85 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 92.4 FT | $18.75 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 779 SY | $7.85 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 92.4 FT | $18.75 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 779 SY | $7.85 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 82.8 FT | $18.75 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 632 SY | $7.85 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 82.8 FT | $18.75 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 632 SY | $7.85 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 85.2 FT | $18.75 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 776 SY | $7.85 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 85.2 FT | $18.75 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 776 SY | $7.85 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $24,418 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $22,675 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,519 CY | $201.92 | $2.53M | 44% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 8,528 SY | $61.81 | $527k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $381,787 | $382k | 7% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 394 CY | $571.04 | $225k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN 1. | 179,719 SY | $1.1 | $198k | 3% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN 1. | 120,697 SY | $1.1 | $133k | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 5,837.5 FT | $22 | $128k | 2% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 25.53 MILE | $4,900 | $125k | 2% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,700 | $103k | 2% |