Ric-US 30-13.06
Richland County · est $9.3M
Bid dateThursday, December 1—
Richland County · est $9.3M
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 · 83 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 16,495 CY | $202 | $185 | 41% |
| 255E10161 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 13,000 SY | $187 | $200 | 30% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $418,000 | $547,700 | 5% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 58,500 FT | $5.10 | $5.10 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.75") | 339,302 SY | $0.75 | $0.85 | 3% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,008 CY | $245 | $250 | 3% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 522 CY | $440 | $450 | 3% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 39 SY | $62.00 | $15.00 |
| 202E32000 CURB REMOVED | 92 FT | $12.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 112.5 FT | $4.00 | $1.60 |
| 202E38201 GUARDRAIL REMOVED FOR REUSE, AS PER PLAN | 287.5 FT | $12.50 | $2.80 |
| 202E47201 BRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE, AS PER | 1 EACH | $525 | $170 |
| 202E98500 REMOVAL MISC.: CONCRETE MEDIAN | 22 CY | $125 | $125 |
| 203E10000 EXCAVATION |
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 →
| 1 LS |
| $200,000 |
| $200,000 |
| 2% |
| 617E10100 COMPACTED AGGREGATE (4" AVG. THICKNESS) | 3,714 CY | $30.00 | $48.00 | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,200 | $2,200 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 16.01 MILE | $5,275 | $5,275 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 16.01 MILE | $5,275 | $5,275 | 1% |
| 407E10000 TACK COAT (0.09 GAL/SY) | 30,538 GAL | $2.50 | $2.15 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN (0.40 GAL/SY) | 13,369 GAL | $4.25 | $4.00 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $100 | $85.00 | 1% |
| 209E60500 LINEAR GRADING | 33 MILE | $1,500 | $2,500 | 1% |
| 621E00100 RPM | 1,174 EACH | $34.75 | $34.00 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $40,000 | 0% |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 13,329 FT | $2.75 | $2.75 | 0% |
| 622E24841 CONCRETE BARRIER END SECTION, TYPE B, AS PER PLAN | 3 EACH | $11,455 | $13,500 | 0% |
| 26 CY |
| $33.75 |
| $33.75 |
| 203E20001 EMBANKMENT, AS PER PLAN | 64 CY | $55.00 | $69.50 |
| 205E10500 CEMENT STABILIZED EMBANKMENT | 20 CY | $50.00 | $500 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 3.88 STA | $300 | $45.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 112.5 FT | $29.00 | $22.40 |
| 606E16000 GUARDRAIL REBUILT | 287.5 FT | $12.00 | $15.20 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 87.6 FT | $19.50 | $6.00 |
| 606E27850 ANCHOR ASSEMBLY REBUILT, TYPE E | 1 EACH | $725 | $1,960 |
| 606E35010 BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 | 2 EACH | $675 | $1,720 |
| 606E60060 IMPACT ATTENUATOR REBUILT, TYPE 1 (UNIDIRECTIONAL) | 2 EACH | $1,300 | $3,425 |
| 202E30700 CONCRETE BARRIER REMOVED | 76 FT | $119 | $125 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $98.00 | $75.00 |
| 659E00300 TOPSOIL | 71 CY | $15.00 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 642 SY | $5.62 | $4.95 |
| 659E14000 REPAIR SEEDING AND MULCHING | 32 SY | $0.87 | $1.40 |
| 659E15000 INTER-SEEDING | 32 SY | $0.87 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.09 TON | $858 | $535 |
| 659E31000 LIME | 0.13 ACRE | $164 | $50.00 |
| 659E35000 WATER | 3.56 MGAL | $1.00 | $1.25 |
| 832E30000 EROSION CONTROL | 500 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 10 EACH | $1,050 | $800 |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN | 1 EACH | $3,800 | $2,000 |
| 254E01600 PATCHING PLANED SURFACE | 1,697 SY | $1.25 | $4.00 |
| 304E20000 AGGREGATE BASE | 34 CY | $131 | $131 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 16,495 CY | $0.50 | $3.00 |
| 511E53100 CLASS QC2 CONCRETE, MISC.: MEDIAN | 22 SY | $185 | $185 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 24 MILE | $535 | $1,000 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,174 EACH | $3.00 | $5.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, 1 WAY | 4 EACH | $11.00 | $12.95 |
| 644E00500 STOP LINE | 272 FT | $5.50 | $5.50 |
| 644E00720 CHEVRON MARKING | 783 FT | $5.50 | $5.50 |
| 644E01300 LANE ARROW (LEFT) | 8 EACH | $85.00 | $85.00 |
| 644E01300 LANE ARROW (RIGHT) | 2 EACH | $85.00 | $85.00 |
| 644E01360 WRONG WAY ARROW | 8 EACH | $95.00 | $95.00 |
| 644E01410 WORD ON PAVEMENT, 96" (ONLY) | 12 EACH | $325 | $325 |
| 644E40000 SPEED MEASUREMENT MARKING | 18 EACH | $500 | $500 |
| 646E10010 EDGE LINE, 6" (WHITE) | 0.19 MILE | $15,000 | $15,000 |
| 646E10010 EDGE LINE, 6" (YELLOW) | 0.19 MILE | $15,000 | $15,000 |
| 646E10110 LANE LINE, 6" | 0.23 MILE | $10,000 | $10,000 |
| 646E10310 CHANNELIZING LINE, 12" | 120 FT | $3.00 | $3.00 |
| 646E10620 CHEVRON MARKING | 6 FT | $25.00 | $25.00 |
| 646E20504 DOTTED LINE, 6" | 146 FT | $2.00 | $2.00 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 11.81 MILE | $2,850 | $2,850 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 11,036 FT | $1.75 | $1.75 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.25 | $1.25 |
| 614E12420 DETOUR SIGNING | 1 LS | $13,500 | $13,500 |
| 614E12460 WORK ZONE MARKING SIGN: NO EDGE LINE | 35 EACH | $85.00 | $85.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 125 CY | $100 | $200 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 33 SNMT | $900 | $900 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 24.08 MILE | $250 | $500 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 64.8 MILE | $300 | $600 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 13,449 FT | $0.50 | $0.50 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 11,182 FT | $0.50 | $0.50 |
| 614E25620 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 | 789 FT | $3.00 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 544 FT | $1.50 | $3.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 8 EACH | $45.00 | $45.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 48 SNMT | $650 | $650 |
| 202E23500 WEARING COURSE REMOVED (1.50" +/-) | 103 SY | $0.75 | $0.85 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 4.5 CY | $202 | $185 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,030.5 SY | $13.21 | $13.21 |
| 202E23500 WEARING COURSE REMOVED (1.50" +/-) | 103 SY | $0.75 | $0.85 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 4.5 CY | $202 | $185 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,030.5 SY | $13.21 | $13.21 |
| 202E23500 WEARING COURSE REMOVED (1.50" +/-) | 213 SY | $0.75 | $0.85 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 9 CY | $202 | $185 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 833 SY | $13.21 | $13.21 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 320 SF | $61.85 | $61.85 |
| 202E23500 WEARING COURSE REMOVED (1.50" +/-) | 218 SY | $0.75 | $0.85 |
| 202E98200 REMOVAL MISC.:DECK OVERHANG | 80 FT | $170 | $170 |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 9 CY | $202 | $185 |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 84 LB | $5.06 | $5.06 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 21 LB | $5.06 | $5.06 |
| 511E71100 CONCRETE, MISC.:CLASS QC SCC CONCRETE, BRIDGE DECK | 2 CY | $2,205 | $2,205 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 14 SY | $72.45 | $72.45 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 890 SY | $13.21 | $13.21 |
| 619E16020 FIELD OFFICE, TYPE C | 8 MNTH | $2,000 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $13,200 | $24,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 16,495 CY | $202 | $3.33M | 39% |
| 255E10161 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 13,000 SY | $187 | $2.43M | 28% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $418,000 | $418k | 5% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 58,500 FT | $5.1 | $298k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.75") | 339,302 SY | $0.75 | $254k | 3% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,008 CY | $245 | $247k | 3% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 522 CY | $440 | $230k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 2% |
| 617E10100 COMPACTED AGGREGATE (4" AVG. THICKNESS) | 3,714 CY | $30 | $111k | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,200 | $101k | 1% |