Ric-US 30-00.00
Richland County · est $5.7M
Bid dateThursday, February 23—
Richland County · est $5.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 88 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 442E10311 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8,166 CY | $184 | $255 | 35% |
| 442E10083 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 9,503 CY | $158 | $210 | 35% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $270,650 | $277,000 | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(SEE PAVEMENT AN | 198,692 SY | $1.00 | $0.80 | 5% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 437 CY | $280 | $300 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $200,000 | 2% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 183 CY | $480 | $350 | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,696 CY | $42.00 | $30.00 | 2% |
| 407E10000 TACK COAT | 27,676 GAL | $2.20 | $2.60 | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,200 | $2,200 | 1% |
| 209E60501 LINEAR GRADING, AS PER PLAN | 17.32 MILE | $2,500 | $2,000 | 1% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 8,147 CY | $4.50 | $0.50 | 1% |
| 442E10011 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 135 CY | $260 | $290 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 8,120 GAL | $4.25 | $4.00 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 8.55 MILE | $4,000 | $4,000 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 8.55 MILE | $4,000 | $4,000 | 1% |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 8 CY | $3,935 | $3,935 | 1% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 50 SNMT | $600 | $600 | 1% |
| 608E13000 6" CONCRETE WALK | 1,798 SF | $16.00 | $16.00 | 1% |
| 253E02000 PAVEMENT REPAIR | 67 CY | $380 | $310 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 524 SY | $15.00 | $15.00 |
| 202E30000 WALK REMOVED | 2,736 SF | $3.00 | $3.00 |
| 202E32000 CURB REMOVED | 211 FT | $11.25 | $11.25 |
| 202E38000 GUARDRAIL REMOVED | 218.75 FT | $2.00 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $135 | $135 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 2 EACH | $50.00 | $50.00 |
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 →
| 202E98100 REMOVAL MISC.: FACILITIES OBJECT RELOCATED | 2 EACH | $200 | $200 |
| 202E98100 REMOVAL MISC.: FACILITIES OBJECT REMOVED FOR REUSE | 5 EACH | $80.00 | $80.00 |
| 203E10000 EXCAVATION | 11.75 CY | $110 | $110 |
| 203E20000 EMBANKMENT | 4.75 CY | $150 | $150 |
| 203E20001 EMBANKMENT, AS PER PLAN (CURB RAMPS) | 10 CY | $150 | $150 |
| 203E20001 EMBANKMENT, AS PER PLAN (GUARDRAIL) | 44 CY | $72.50 | $72.50 |
| 204E10000 SUBGRADE COMPACTION | 374 SY | $1.55 | $1.55 |
| 606E15050 GUARDRAIL, TYPE MGS | 218.75 FT | $26.80 | $26.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $3,320 | $3,320 |
| 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $1,240 | $1,240 |
| 608E10000 4" CONCRETE WALK | 74 SF | $15.00 | $15.00 |
| 608E52000 CURB RAMP | 156 SF | $15.00 | $15.00 |
| 608E52001 CURB RAMP, AS PER PLAN | 445 SF | $15.00 | $15.00 |
| 659E10000 SEEDING AND MULCHING | 657.75 SY | $3.00 | $2.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 561 FT | $3.00 | $3.00 |
| 254E01600 PATCHING PLANED SURFACE | 1,141 SY | $4.00 | $1.25 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) (4.00") | 42 CY | $325 | $320 |
| 304E20000 AGGREGATE BASE (6.00") | 63 CY | $58.00 | $58.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 529 FT | $10.37 | $10.37 |
| 609E26000 CURB, TYPE 6 | 103 FT | $30.00 | $30.00 |
| 400E10000 SPECIAL ? PAVER MOUNTED THERMAL PROFILING | 1 LS | $5,000 | $10,000 |
| 618E40601 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 17.1 MILE | $1,175 | $785 |
| 621E00100 RPM | 476 EACH | $33.75 | $33.75 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 476 EACH | $5.00 | $3.00 |
| 630E85101 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION, AS | 2 EACH | $625 | $625 |
| 642E00620 CROSSWALK LINE, 12", TYPE 1 | 98 FT | $3.50 | $3.50 |
| 642E01200 PARKING LOT STALL MARKING, TYPE 1 | 1,661 FT | $1.50 | $1.50 |
| 642E01702 HANDICAP SYMBOL MARKING, TYPE 1 (40 INCH) | 4 EACH | $50.00 | $50.00 |
| 644E00500 STOP LINE | 47 FT | $7.00 | $7.00 |
| 644E00720 CHEVRON MARKING | 178 FT | $7.00 | $7.00 |
| 644E01360 WRONG WAY ARROW | 2 EACH | $125 | $125 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 8.14 MILE | $2,450 | $2,450 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 1,932 FT | $2.00 | $2.00 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 1,384 FT | $1.50 | $1.50 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.25 | $1.25 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.85 | $1.85 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 250 HOUR | $75.00 | $85.00 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 10 EACH | $175 | $175 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $240 | $100 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 20 SNMT | $900 | $900 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 17.1 MILE | $550 | $550 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT (WHI | 17.1 MILE | $675 | $675 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT (YEL | 17.1 MILE | $675 | $675 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 3,864 FT | $0.50 | $0.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 94 FT | $3.50 | $3.50 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 67 FT | $5.63 | $5.63 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $5.25 | $5.25 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 8 CY | $2,489 | $2,489 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 64 SY | $36.96 | $36.96 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 156 SY | $9.47 | $9.47 |
| 516E31000 JOINT SEALER | 67 FT | $19.22 | $19.22 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 101 FT | $8.18 | $8.18 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $5.25 | $5.25 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 2 SY | $257 | $257 |
| 516E31000 JOINT SEALER | 101 FT | $19.22 | $19.22 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 1 SF | $276 | $276 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 1 SY | $1,101 | $1,101 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 1 CY | $6,504 | $6,504 |
| 202E47200 BRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE | 1 EACH | $95.00 | $95.00 |
| 202E98200 REMOVAL MISC.:: NEOPRENE FLAP | 23 FT | $11.82 | $11.82 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $5.25 | $5.25 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 1 CY | $4,479 | $4,479 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 9 SY | $70.71 | $70.71 |
| 516E46700 RESET BEARING | 12 EACH | $1,146 | $1,146 |
| 516E47000 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE | 1 LS | $14,880 | $14,880 |
| 519E11100 PATCHING CONCRETE STRUCTURE (BACKWALL) | 21 SF | $135 | $135 |
| 519E11100 PATCHING CONCRETE STRUCTURE (MEDIAN) | 82 SF | $36.61 | $36.61 |
| 519E11100 PATCHING CONCRETE STRUCTURE (PIERS | 160 SF | $129 | $129 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 3 CY | $239 | $239 |
| 606E35010 BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 | 1 EACH | $980 | $980 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 11 CY | $1,821 | $1,821 |
| 202E47200 BRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE | 2 EACH | $95.00 | $95.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 259 LB | $6.84 | $6.84 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $5.25 | $5.25 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 11 CY | $2,094 | $2,094 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 127 SY | $36.96 | $36.96 |
| 606E35010 BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 | 2 EACH | $980 | $980 |
| 621E54001 RAISED PAVEMENT MARKER REMOVED, AS PER PLAN | 3 EACH | $115 | $152 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,290 | $30,000 |
| 619E16010 FIELD OFFICE, TYPE B | 5.1 MNTH | $2,000 | $2,100 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10311 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8,166 CY | $184 | $1.50M | 32% |
| 442E10083 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 9,503 CY | $158 | $1.50M | 32% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $270,650 | $271k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(SEE PAVEMENT AN | 198,692 SY | $1 | $199k | 4% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 437 CY | $280 | $122k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 183 CY | $480 | $88k | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,696 CY | $42 | $71k | 2% |
| 407E10000 TACK COAT | 27,676 GAL | $2.2 | $61k | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,200 | $56k | 1% |