Way-Culvert FY2026
Wayne County · est $1.0M
Bid dateThursday, February 19—
Wayne County · est $1.0M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by winning bid’s extended amount · 72 more items below.
| Item | Quantity | R1Crawford Construction Company INC | R2Black Horse Bridge Construction INC | R3Rietschlin Construction INC | % of bid |
|---|---|---|---|---|---|
| 611E26000 72" CONDUIT, TYPE A, 707.02 (0.168) WITH CONCRETE | 70 FT | $1,030 | $1,600 | $1,980 | 12% |
| 611E96551 FIELD PAVING OF EXISTING PIPE, AS PER PLAN (72" CM | 115 FT | $545 | $275 | $540 | 10% |
| 203E20000 EMBANKMENT | 1,855 CY | $31.00 | $43.00 | $26.00 | 10% |
| 611E94700 6' X 4' CONDUIT, TYPE A, 706.05 | 95 FT | $580 | $950 | $1,020 | 9% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 64 CY | $670 | $583 | $495 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 103 CY | $408 | $350 | $385 | 7% |
| 624E10000 MOBILIZATION | 1 LS |
| Item | Quantity | R1Crawford Construction Company INC | R2Black Horse Bridge Construction INC | R3Rietschlin Construction INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,500 | $22,300 | $16,000 |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $12,000 | $14,200 | $20,000 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $2,000 | $7,850 | $7,500 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $1,600 | $825 | $2,000 |
| 202E23000 PAVEMENT REMOVED | 338 SY | $20.00 | $38.00 | $20.00 |
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 →
| $40,800 |
| $50,000 |
| $50,000 |
| 7% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 320 FT | $80.00 | $50.00 | $58.00 | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $24,000 | $9,200 | $14,000 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 21 CY | $1,100 | $950 | $750 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 10 CY | $2,100 | $1,325 | $1,360 | 3% |
| 304E20000 AGGREGATE BASE | 141 CY | $140 | $120 | $146 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.0") | 287 SY | $62.00 | $58.00 | $11.00 | 3% |
| 614E12420 DETOUR SIGNING | 1 LS | $16,000 | $15,000 | $112,800 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,500 | $72,000 | $50,000 | 3% |
| 659E10000 SEEDING AND MULCHING | 5,264 SY | $2.70 | $1.10 | $2.00 | 2% |
| 659E00300 TOPSOIL | 585 CY | $24.00 | $60.00 | $45.00 | 2% |
| 611E97400 CONDUIT, MISC.: 5' X 5' CONDUIT, TYPE A, 706.05 | 10 FT | $1,400 | $1,450 | $3,640 | 2% |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 85 CY | $152 | $125 | $145 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 23 CY | $537 | $548 | $391 | 2% |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 70 FT | $128 | $60.00 | $112 |
| 202E38000 GUARDRAIL REMOVED | 768.75 FT | $11.00 | $2.00 | $3.00 |
| 202E38201 GUARDRAIL REMOVED FOR REUSE, AS PER PLAN | 25 FT | $112 | $23.60 | $26.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $374 | $250 | $204 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $374 | $250 | $88.00 |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" | 115 FT | $59.00 | $30.00 | $11.00 |
| 202E75000 FENCE REMOVED | 448 FT | $10.00 | $4.00 | $4.50 |
| 203E10000 EXCAVATION | 227 CY | $38.00 | $17.00 | $27.00 |
| 204E10000 SUBGRADE COMPACTION | 404 SY | $4.00 | $7.00 | $4.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 550 FT | $22.00 | $18.80 | $21.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 250 FT | $25.00 | $23.60 | $26.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E (MASH 2016) | 1 EACH | $2,650 | $2,470 | $2,725 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,728 | $2,550 | $2,805 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 4 EACH | $1,670 | $1,400 | $1,725 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $2,000 | $5,700 | $2,100 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $2,000 | $5,700 | $2,100 |
| 601E11000 RIPRAP, TYPE D | 51 SY | $207 | $350 | $235 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 61 CY | $163 | $150 | $145 |
| 659E00100 SOIL ANALYSIS TEST | 6 EACH | $50.00 | $50.00 | $110 |
| 659E14000 REPAIR SEEDING AND MULCHING | 264 SY | $1.00 | $1.00 | $2.00 |
| 659E15000 INTER-SEEDING | 264 SY | $1.00 | $0.60 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.74 TON | $670 | $903 | $1,400 |
| 659E31000 LIME | 1.09 ACRE | $202 | $10.00 | $100 |
| 659E35000 WATER | 29.15 MGAL | $0.75 | $1.00 | $20.00 |
| 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B | 465 SY | $3.00 | $2.00 | $5.00 |
| 670E00530 SLOPE EROSION PROTECTION MAT, TYPE C | 2,097 SY | $3.00 | $2.00 | $4.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 302 FT | $18.00 | $19.00 | $12.00 |
| 611E97400 CONDUIT, MISC.: VIDEO LOG | 115 FT | $14.00 | $15.00 | $3.00 |
| 407E10000 TACK COAT | 105 GAL | $3.00 | $3.00 | $3.30 |
| 408E10001 PRIME COAT, AS PER PLAN | 56 GAL | $5.35 | $5.00 | $22.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $60.00 | $70.00 | $62.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 14 EACH | $14.00 | $14.00 | $15.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.31 MILE | $2,140 | $2,000 | $2,200 |
| 642E00300 CENTER LINE, TYPE 1 | 0.4 MILE | $5,620 | $5,250 | $2,200 |
| 642E30030 REMOVAL OF PAVEMENT MARKING (CENTER LINE) | 0.1 MILE | $21,400 | $20,000 | $11,000 |
| 642E30030 REMOVAL OF PAVEMENT MARKING (EDGE LINE) | 0.05 MILE | $21,400 | $20,000 | $11,000 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,040 | $2,840 | $2,300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 6 EACH | $15.00 | $100 | $14.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 5 EACH | $15.00 | $100 | $14.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 6 EACH | $107 | $100 | $26.25 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $1,700 | $950 | $1,100 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.2 MILE | $10,700 | $20,000 | $17,400 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.12 MILE | $6,700 | $12,500 | $13,900 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $19.00 | $17.50 | $9.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $6,000 | $62,000 | $97,000 |
| 602E20000 CONCRETE MASONRY | 2.37 CY | $1,650 | $2,100 | $1,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,500 | $41,400 | $20,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,176 LB | $2.80 | $3.00 | $2.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,500 | $1,900 | $2,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 29 SY | $104 | $55.00 | $83.00 |
| 512E33000 TYPE 2 WATERPROOFING | 112 SY | $30.00 | $36.00 | $30.00 |
| 512E33010 TYPE 3 WATERPROOFING | 97 SY | $52.00 | $60.00 | $51.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 39 SF | $14.00 | $12.00 | $11.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,100 | $2,550 | $2,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $4,000 | $47,500 | $23,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $3,700 | $4,600 | $10,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,821 LB | $3.00 | $3.00 | $2.75 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $1,400 | $650 | $1,050 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,930 | $1,200 | $1,800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 15 SY | $152 | $95.00 | $110 |
| 512E33000 TYPE 2 WATERPROOFING | 11 SY | $259 | $55.00 | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 23 SF | $15.00 | $12.00 | $11.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,100 | $500 | $2,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,100 | $9,600 | $16,000 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $850 | $1,000 | $1,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,500 | $12,000 | $11,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E26000 72" CONDUIT, TYPE A, 707.02 (0.168) WITH CONCRETE | 70 FT | $1,030 | $72k | 8% |
| 611E96551 FIELD PAVING OF EXISTING PIPE, AS PER PLAN (72" CM | 115 FT | $545 | $63k | 7% |
| 203E20000 EMBANKMENT | 1,855 CY | $31 | $58k | 7% |
| 611E94700 6' X 4' CONDUIT, TYPE A, 706.05 | 95 FT | $580 | $55k | 6% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 64 CY | $670 | $43k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 103 CY | $408 | $42k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,800 | $41k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 320 FT | $80 | $26k | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $24,000 | $24k | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 21 CY | $1,100 | $23k | 3% |