Fay-/Mad-IR 71-09.46/00.00
Fayette County · est $7.4M
Bid dateThursday, December 17—
Fayette County · est $7.4M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 108 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | R3John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 23,614 CY | $150 | $156 | $166 | 55% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $541,765 | $200,000 | $835,435 | 8% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 17,188 SY | $30.00 | $55.00 | $75.05 | 8% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.00" | 435,315 SY | $1.15 | $1.13 | $1.46 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | R3John R Jurgensen Company |
|---|---|---|---|---|
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 2,775 FT | $2.00 | $2.00 | $2.00 |
| 202E38301 GUARDRAIL REMOVED, BARRIER DESIGN, AS PER PLAN | 600 FT | $2.50 | $2.50 | $2.50 |
| 202E42011 ANCHOR ASSEMBLY REMOVED, TYPE E, AS PER PLAN | 21 EACH | $150 | $140 | $150 |
| 202E42041 ANCHOR ASSEMBLY REMOVED, TYPE T, AS PER PLAN | 1 EACH | $100 | $100 | $100 |
| 202E47001 BRIDGE TERMINAL ASSEMBLY REMOVED, AS PER PLAN | 31 EACH | $100 |
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 →
| $200,000 |
| 3% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 14,142 SY | $14.00 | $38.00 | $45.81 | 3% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 813 CY | $185 | $158 | $210 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,700 CY | $50.00 | $58.00 | $51.07 | 2% |
| 203E20001 EMBANKMENT, AS PER PLAN | 2,959 CY | $38.00 | $58.00 | $48.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 37,477 GAL | $2.50 | $2.50 | $4.00 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 700 HOUR | $90.00 | $80.00 | $84.70 | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 30 EACH | $2,000 | $2,100 | $2,000 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 3,375 FT | $16.00 | $16.00 | $16.00 | 1% |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN (MASH 201 | 21 EACH | $2,250 | $2,400 | $2,250 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 4,786 SY | $8.00 | $2.50 | $4.70 | 1% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 254 CY | $150 | $156 | $199 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 37.95 MILE | $995 | $550 | $995 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $20,000 | $32,266 | 1% |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 8 EACH | $4,200 | $4,850 | $4,200 | 1% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 182 CY | $150 | $156 | $200 | 0% |
| $62.00 |
| $100 |
| 202E47801 IMPACT ATTENUATOR REMOVED, AS PER PLAN | 8 EACH | $150 | $245 | $150 |
| 203E10000 EXCAVATION | 141 CY | $27.00 | $50.00 | $40.41 |
| 204E10000 SUBGRADE COMPACTION | 423 SY | $0.59 | $0.50 | $3.47 |
| 209E60500 LINEAR GRADING | 18.28 MILE | $625 | $950 | $1,333 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 600 FT | $30.00 | $26.00 | $30.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $950 | $1,000 | $950 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $450 | $500 | $450 |
| 606E98000 GUARDRAIL, MISC.:ALTERNATIVE GUARDRAIL PLACEMENT | 187.5 FT | $5.25 | $8.00 | $5.25 |
| 659E00300 TOPSOIL | 289 CY | $30.00 | $33.00 | $48.00 |
| 659E10000 SEEDING AND MULCHING | 2,615 SY | $1.35 | $2.00 | $1.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 131 SY | $1.35 | $0.45 | $1.00 |
| 659E15000 INTER-SEEDING | 131 SY | $1.35 | $0.10 | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 0.35 TON | $610 | $510 | $500 |
| 659E31000 LIME | 0.54 ACRE | $80.00 | $31.00 | $200 |
| 659E35000 WATER | 14 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 47 CY | $290 | $150 | $196 |
| 304E20000 AGGREGATE BASE | 71 CY | $60.00 | $75.00 | $72.63 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 14,733 CY | $0.50 | $4.00 | $6.50 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 35.78 MILE | $725 | $765 | $725 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 2,225 LB | $0.60 | $3.50 | $3.11 |
| 621E00100 RPM | 968 EACH | $21.75 | $25.00 | $21.75 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 925 EACH | $1.00 | $7.00 | $12.70 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 110 EACH | $7.46 | $8.00 | $7.46 |
| 632E90400 SIGNALIZATION, MISC.:RWIS SENSOR, VX21-2 | 2 EACH | $3,500 | $2,800 | $10,350 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 37.95 MILE | $640 | $715 | $640 |
| 642E00204 LANE LINE, 6", TYPE 1 | 18.28 MILE | $295 | $550 | $295 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 2,763 FT | $0.75 | $0.70 | $0.75 |
| 644E00104 EDGE LINE, 6" | 0.29 MILE | $6,940 | $5,200 | $6,940 |
| 644E00204 LANE LINE, 6" | 0.29 MILE | $5,075 | $3,350 | $5,075 |
| 644E00500 STOP LINE | 113 FT | $6.65 | $9.00 | $6.65 |
| 644E00720 CHEVRON MARKING | 248 FT | $6.50 | $9.00 | $6.50 |
| 644E01360 WRONG WAY ARROW | 4 EACH | $225 | $325 | $225 |
| 644E01510 DOTTED LINE, 6" | 3,366 FT | $1.50 | $0.95 | $1.50 |
| 644E40000 SPEED MEASUREMENT MARKING | 16 EACH | $400 | $180 | $400 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $900 | $850 | $995 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 18.28 MILE | $815 | $530 | $815 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 2,763 FT | $0.70 | $0.85 | $0.70 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 3,366 FT | $1.10 | $0.70 | $1.10 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 113 FT | $2.40 | $3.10 | $2.40 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 1,334 SY | $4.00 | $2.00 | $1.97 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 11 SY | $6.00 | $15.00 | $290 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 1 CY | $2,100 | $560 | $2,997 |
| 407E20000 NON-TRACKING TACK COAT | 295 GAL | $2.50 | $2.50 | $4.00 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 111 CY | $0.50 | $4.00 | $6.50 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 92 FT | $60.00 | $60.00 | $60.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 100 SF | $95.00 | $100 | $95.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $75.00 | $75.00 | $75.00 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 25 SY | $500 | $525 | $500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 1,334 SY | $4.00 | $2.00 | $1.97 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 11 SY | $6.00 | $15.00 | $290 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 1 CY | $2,100 | $560 | $1,778 |
| 407E20000 NON-TRACKING TACK COAT | 295 GAL | $2.50 | $2.50 | $6.45 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 111 CY | $0.50 | $4.00 | $6.50 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 182 CY | $150 | $156 | $200 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 92 FT | $60.00 | $60.00 | $60.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 100 SF | $95.00 | $100 | $95.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $75.00 | $75.00 | $75.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 1,334 SY | $4.00 | $2.00 | $1.97 |
| 407E20000 NON-TRACKING TACK COAT | 280 GAL | $6.00 | $2.50 | $5.37 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 104 CY | $0.50 | $4.00 | $6.50 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 173 CY | $150 | $156 | $202 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 100 FT | $60.00 | $60.00 | $60.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 1,851 SY | $4.00 | $2.00 | $1.98 |
| 407E20000 NON-TRACKING TACK COAT | 382 GAL | $2.50 | $2.50 | $4.00 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 159 CY | $0.50 | $4.00 | $6.50 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 128 FT | $60.00 | $60.00 | $60.00 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 12 SY | $625 | $650 | $625 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 1,334 SY | $4.00 | $2.00 | $1.97 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 11 SY | $6.00 | $15.00 | $290 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 1 CY | $2,100 | $560 | $2,997 |
| 407E20000 NON-TRACKING TACK COAT | 257 GAL | $2.50 | $2.50 | $4.00 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 95 CY | $0.50 | $4.00 | $6.50 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 157 CY | $150 | $156 | $200 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 90 FT | $20.50 | $20.00 | $20.50 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 100 SF | $95.00 | $100 | $95.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $75.00 | $75.00 | $75.00 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 12 SY | $625 | $650 | $625 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 1,334 SY | $4.00 | $2.00 | $1.97 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 11 SY | $6.00 | $15.00 | $290 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 1 CY | $2,100 | $560 | $2,997 |
| 407E20000 NON-TRACKING TACK COAT | 257 GAL | $2.50 | $2.50 | $4.00 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 95 CY | $0.50 | $4.00 | $6.50 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 157 CY | $150 | $156 | $200 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 90 FT | $20.50 | $20.00 | $20.50 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $75.00 | $75.00 | $75.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 1,334 SY | $4.00 | $2.00 | $1.97 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 11 SY | $6.00 | $15.00 | $290 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 1 CY | $2,100 | $560 | $2,997 |
| 407E20000 NON-TRACKING TACK COAT | 271 GAL | $2.50 | $2.50 | $4.00 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 101 CY | $0.50 | $4.00 | $6.50 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 166 CY | $150 | $156 | $198 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 80 FT | $20.50 | $20.00 | $20.50 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $75.00 | $75.00 | $75.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 1,334 SY | $4.00 | $2.00 | $1.97 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 11 SY | $6.00 | $15.00 | $290 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 1 CY | $2,100 | $560 | $2,997 |
| 407E20000 NON-TRACKING TACK COAT | 271 GAL | $2.50 | $2.50 | $4.00 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 101 CY | $0.50 | $4.00 | $6.50 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 166 CY | $150 | $156 | $198 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 80 FT | $20.50 | $20.00 | $20.50 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $75.00 | $75.00 | $75.00 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $10,000 | $5,500 | $10,027 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 23,614 CY | $150 | $3.54M | 51% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $541,765 | $542k | 8% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 17,188 SY | $30 | $516k | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.00" | 435,315 SY | $1.15 | $501k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 14,142 SY | $14 | $198k | 3% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 813 CY | $185 | $150k | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,700 CY | $50 | $135k | 2% |
| 203E20001 EMBANKMENT, AS PER PLAN | 2,959 CY | $38 | $112k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 37,477 GAL | $2.5 | $94k | 1% |