Cra-US 30-09.53
Crawford County · est $9.8M
Bid dateThursday, January 11—
Crawford County · est $9.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 134 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 442E10085 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 14,072 CY | $205 | $192 | 34% |
| 442E10321 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,065 CY | $230 | $210 | 33% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $579,400 | $556,130 | 7% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,030 CY | $225 | $250 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (SEE P&SDS FOR | 312,977 SY | $0.85 | $1.40 | 3% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,003 CY | $240 | $240 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | 2% |
| 253E02000 PAVEMENT REPAIR (LONGITUDINAL) | 540 CY | $235 | $285 | 2% |
| 407E10000 TACK COAT | 40,922 GAL | $2.75 | $2.25 | 1% |
| 617E10100 COMPACTED AGGREGATE | 3,466 CY | $30.00 | $45.00 | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,450 | $2,450 | 1% |
| 209E60500 LINEAR GRADING | 27.86 MILE | $2,500 | $2,200 | 1% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 98 SNMT | $650 | $650 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 13,178 GAL | $4.75 | $4.55 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 13.89 MILE | $4,250 | $4,250 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 13.89 MILE | $4,250 | $4,250 | 1% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 226 CY | $260 | $375 | 1% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 223 CY | $240 | $300 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 650 HOUR | $80.00 | $90.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $46,000 | $45,000 | 1% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC |
|---|---|---|---|
| 202E30700 CONCRETE BARRIER REMOVED | 252 FT | $42.00 | $20.17 |
| 202E38000 GUARDRAIL REMOVED | 362.5 FT | $3.00 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 5 EACH | $250 | $135 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $250 | $60.00 |
| 203E10000 EXCAVATION | 90 CY | $20.00 | $40.00 |
| 203E20001 EMBANKMENT, AS PER PLAN (GUARDRAIL) | 337 CY | $62.00 | $60.00 |
| 203E20001 EMBANKMENT, AS PER PLAN (GUTTER WASHOUT) | 5 CY | $400 |
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 →
| $500 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 106.63 STA | $100 | $100 |
| 606E15050 GUARDRAIL, TYPE MGS | 362.5 FT | $19.00 | $20.40 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 12.5 FT | $7.50 | $22.00 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 8,300 FT | $5.00 | $5.40 |
| 606E17700 REPLACE EXISTING GUARDRAIL BLOCKOUT | 6 EACH | $8.50 | $25.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 1 EACH | $2,400 | $2,480 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 4 EACH | $2,400 | $2,520 |
| 606E27850 ANCHOR ASSEMBLY REBUILT, TYPE E | 2 EACH | $750 | $985 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,300 | $2,280 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 136 FT | $190 | $224 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 4 EACH | $3,150 | $3,852 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 4 EACH | $3,400 | $3,131 |
| 832E30000 EROSION CONTROL | 500 EACH | $1.00 | $1.00 |
| 253E02000 PAVEMENT REPAIR (TRANSVERSE) | 60 CY | $280 | $450 |
| 304E20000 AGGREGATE BASE | 90 CY | $50.00 | $50.00 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 27,363 CY | $0.50 | $5.00 |
| 618E40601 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 24.82 MILE | $565 | $1,000 |
| 621E00100 RPM | 722 EACH | $37.50 | $31.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 722 EACH | $4.00 | $5.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, 1 WAY | 4 EACH | $11.00 | $12.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, 1 WAY | 11 EACH | $11.00 | $14.00 |
| 644E00500 STOP LINE | 316 FT | $6.00 | $6.00 |
| 644E00720 CHEVRON MARKING | 758 FT | $6.00 | $6.00 |
| 644E01300 LANE ARROW (LEFT) | 1 EACH | $75.00 | $75.00 |
| 644E01300 LANE ARROW (RIGHT) | 1 EACH | $75.00 | $75.00 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.29 MILE | $7,500 | $7,500 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.29 MILE | $7,500 | $7,500 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 0.29 MILE | $5,000 | $5,000 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 12.41 MILE | $2,200 | $2,200 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 7,606 FT | $2.00 | $2.00 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 5,253 FT | $1.50 | $1.50 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2.00 | $2.00 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.25 | $2.25 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,500 | $3,500 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $2,046 |
| 614E12460 WORK ZONE MARKING SIGN (NO EDGE LINE) | 12 EACH | $80.00 | $80.00 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 14 EACH | $165 | $165 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 30 CY | $100 | $250 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(ONE-WAY) | 75 EACH | $25.00 | $22.98 |
| 614E13350 OBJECT MARKER, ONE WAY | 75 EACH | $30.00 | $25.41 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 21 SNMT | $900 | $900 |
| 614E20210 WORK ZONE LANE LINE, CLASS I, 6", 740.06, TYPE I ( | 0.66 MILE | $2,650 | $2,650 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 37.81 MILE | $250 | $425 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I ( | 0.04 MILE | $10,500 | $10,500 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I ( | 1.83 MILE | $10,500 | $10,500 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT (WHI | 40.77 MILE | $250 | $500 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT (YEL | 40.77 MILE | $250 | $500 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 22,818 FT | $0.50 | $0.75 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 18,476 FT | $0.50 | $0.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 632 FT | $1.50 | $3.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,812 FT | $23.00 | $20.96 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 12 CY | $2,750 | $2,490 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 116 FT | $9.00 | $11.32 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (1 | 171 SY | $0.85 | $1.40 |
| 407E13900 TACK COAT, 702.13 (0.08 GAL/SY) | 14 GAL | $20.00 | $5.00 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8 CY | $230 | $210 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 12 CY | $2,320 | $2,804 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 137 SY | $25.00 | $34.57 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,134 SY | $11.00 | $11.15 |
| 516E31000 JOINT SEALER | 116 FT | $19.50 | $23.94 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 3 EACH | $1,450 | $893 |
| 621E54001 RAISED PAVEMENT MARKER REMOVED, AS PER PLAN | 2 EACH | $75.00 | $84.53 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 5 CY | $2,550 | $2,401 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 116 FT | $9.00 | $11.32 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (1 | 90 SY | $0.85 | $1.40 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE (1.50") | 48 SY | $0.85 | $1.40 |
| 407E13900 TACK COAT, 702.13 (0.08 GAL/SY) | 12 GAL | $20.00 | $5.00 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 6 CY | $230 | $210 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 5 CY | $2,180 | $2,777 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 61 SY | $28.00 | $34.54 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,134 SY | $11.00 | $11.15 |
| 516E31000 JOINT SEALER | 116 FT | $19.50 | $23.95 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,450 | $893 |
| 621E54001 RAISED PAVEMENT MARKER REMOVED, AS PER PLAN | 2 EACH | $75.00 | $84.53 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 3 CY | $2,900 | $4,980 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 126 FT | $9.00 | $11.32 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (1 | 135 SY | $0.85 | $1.40 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE (1.50") | 51 SY | $0.85 | $1.40 |
| 407E13900 TACK COAT, 702.13 (0.08 GAL/SY) | 15 GAL | $20.00 | $5.00 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 6 CY | $230 | $210 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 3 CY | $2,260 | $4,846 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 30 SY | $30.00 | $53.77 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,217 SY | $11.00 | $11.15 |
| 516E31000 JOINT SEALER | 126 FT | $19.50 | $23.94 |
| 621E54001 RAISED PAVEMENT MARKER REMOVED, AS PER PLAN | 2 EACH | $75.00 | $84.53 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 6 CY | $2,900 | $4,980 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 126 FT | $9.00 | $11.32 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (1 | 708 SY | $0.85 | $1.40 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE (1.50") | 40 SY | $0.85 | $1.40 |
| 407E13900 TACK COAT, 702.13 (0.08 GAL/SY) | 60 GAL | $20.00 | $5.00 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 32 CY | $230 | $210 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 6 CY | $2,410 | $4,865 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 71 SY | $26.00 | $53.77 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,217 SY | $11.00 | $11.15 |
| 516E31000 JOINT SEALER | 126 FT | $19.50 | $23.95 |
| 621E54001 RAISED PAVEMENT MARKER REMOVED, AS PER PLAN | 2 EACH | $75.00 | $84.53 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 4 CY | $2,750 | $2,490 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 114 FT | $9.00 | $11.32 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (1 | 147 SY | $0.85 | $1.40 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE (1.50") | 83 SY | $0.85 | $1.40 |
| 407E13900 TACK COAT, 702.13 (0.08 GAL/SY) | 19 GAL | $20.00 | $5.00 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 7 CY | $230 | $210 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 4 CY | $2,450 | $2,941 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 43 SY | $32.00 | $34.54 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 774 SY | $11.00 | $11.15 |
| 516E31000 JOINT SEALER | 114 FT | $19.50 | $23.95 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,450 | $893 |
| 621E54001 RAISED PAVEMENT MARKER REMOVED, AS PER PLAN | 2 EACH | $75.00 | $84.53 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 3 CY | $2,950 | $2,490 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (1 | 147 SY | $0.85 | $1.40 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE (1.50") | 40 SY | $0.85 | $1.40 |
| 407E13900 TACK COAT, 702.13 (0.08 GAL/SY) | 15 GAL | $20.00 | $5.00 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8 CY | $230 | $210 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 3 CY | $2,620 | $2,745 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 32 SY | $41.00 | $34.54 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 774 SY | $11.00 | $11.15 |
| 621E54001 RAISED PAVEMENT MARKER REMOVED, AS PER PLAN | 1 EACH | $75.00 | $84.53 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 5 CY | $2,750 | $2,490 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 5 CY | $2,180 | $2,589 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 59 SY | $33.00 | $34.54 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 6 CY | $2,800 | $2,490 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 6 CY | $2,320 | $2,745 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 68 SY | $31.00 | $34.54 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $4,000 | $4,000 |
| 619E16020 FIELD OFFICE, TYPE C | 7 MNTH | $1,900 | $4,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,559 | $7,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $5,559 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10085 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 14,072 CY | $205 | $2.88M | 31% |
| 442E10321 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,065 CY | $230 | $2.77M | 30% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $579,400 | $579k | 6% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,030 CY | $225 | $457k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (SEE P&SDS FOR | 312,977 SY | $0.85 | $266k | 3% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,003 CY | $240 | $241k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 2% |
| 253E02000 PAVEMENT REPAIR (LONGITUDINAL) | 540 CY | $235 | $127k | 1% |
| 407E10000 TACK COAT | 40,922 GAL | $2.75 | $113k | 1% |
| 617E10100 COMPACTED AGGREGATE | 3,466 CY | $30 | $104k | 1% |