Def-US 24-03.20
Defiance County · est $0.7M
Bid dateThursday, October 14—
Defiance County · est $0.7M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 62 more items below.
| Item | Quantity | R1Miller Contracting Group INC | R2Vernon Nagel INC | R3Miller Bros Const INC | R4Geo Gradel CO | R5Ruhlin Company | R6Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 203E20000 EMBANKMENT | 26,813 CY | $8.75 | $12.00 | $12.75 | — | — | $18.00 | 36% |
| 203E10000 EXCAVATION | 17,399 CY | $11.00 | $10.00 | $12.75 | — | — | $11.00 | 29% |
| 624E10000 MOBILIZATION | 1 LS | $47,300 | $20,000 | $20,000 | $35,000 | $20,000 |
| Item | Quantity | R1Miller Contracting Group INC | R2Vernon Nagel INC | R3Miller Bros Const INC | R4Geo Gradel CO | R5Ruhlin Company | R6Eclipse CO LLC |
|---|---|---|---|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 2 EACH | $225 | $200 | $250 | — | — | $194 |
| 202E23000 PAVEMENT REMOVED | 6 SY | $28.00 | $50.00 | $155 | — | — | $88.00 |
| 202E38000 GUARDRAIL REMOVED | 1,037.5 FT | $2.25 | $3.00 | $2.00 | — | — | $2.00 |
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 →
| $117,047 |
| 7% |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 1,037.5 FT | $30.50 | $28.50 | $28.50 | — | — | $27.00 | 5% |
| 659E10000 SEEDING AND MULCHING | 12,088 SY | $1.50 | $0.75 | $0.75 | — | — | $1.00 | 3% |
| 609E24510 CURB, TYPE 4-C | 934 FT | $17.00 | $14.00 | $13.50 | $20.00 | $32.00 | $26.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,000 | $9,500 | $20,500 | $10,000 | $8,750 | $10,245 | 2% |
| 611E16600 36" CONDUIT, TYPE C | 75 FT | $139 | $115 | $160 | — | — | $312 | 2% |
| 611E05200 12" CONDUIT, TYPE F, 707.05 TYPE C OR 707.21 | 107 FT | $96.00 | $95.00 | $80.00 | — | — | $70.00 | 2% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | — | — | $1.00 | 2% |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 1,014 FT | $9.80 | $9.19 | $9.19 | — | — | $10.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,675 | $11,000 | $4,200 | $10,000 | $4,000 | $22,057 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,000 | $1,000 | $15,000 | — | — | $18,333 | 1% |
| 253E02000 PAVEMENT REPAIR | 20 CY | $450 | $450 | $400 | $300 | $540 | $760 | 1% |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 104 SY | $72.50 | $65.00 | $60.00 | — | — | $99.00 | 1% |
| 625E29002 TRENCH, 24" DEEP | 984 FT | $7.35 | $6.88 | $6.88 | — | — | $7.00 | 1% |
| 652E10000 PLACING STOCKPILED TOPSOIL | 1,342 CY | $4.75 | $3.00 | $8.00 | — | — | $13.00 | 1% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10 CY | $580 | $500 | $500 | $500 | $500 | $760 | 1% |
| 611E10600 24" CONDUIT, TYPE C | 50 FT | $114 | $85.00 | $81.00 | — | — | $247 | 1% |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $5,560 | $5,300 | $5,500 | — | — | $5,481 | 1% |
| 204E10000 SUBGRADE COMPACTION | 156 SY | $2.25 | $1.00 | $2.75 | — | — | $2.00 |
| 651E10000 TOPSOIL STOCKPILED | 1,342 CY | $2.50 | $10.00 | $5.50 | — | — | $17.00 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | — | — | — | $12,000 | $35,000 | — |
| 202E23000 PAVEMENT REMOVED | 6 SY | — | — | — | $30.00 | $95.00 | — |
| 202E38000 GUARDRAIL REMOVED | 1,037.5 FT | — | — | — | $2.00 | $2.00 | — |
| 203E10000 EXCAVATION | 400 CY | — | — | — | $11.00 | $35.00 | — |
| 203E20000 EMBANKMENT | 1,925 CY | — | — | — | $20.00 | $22.50 | — |
| 204E10000 SUBGRADE COMPACTION | 156 SY | — | — | — | $3.50 | $8.50 | — |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 1,037.5 FT | — | — | — | $28.50 | $28.50 | — |
| 651E10000 TOPSOIL STOCKPILED | 989 CY | — | — | — | $13.00 | $2.00 | — |
| 652E10000 PLACING STOCKPILED TOPSOIL | 989 CY | — | — | — | $15.00 | $5.00 | — |
| 690E98300 SPECIAL - PLATE PILES | 6,048 SY | — | — | — | $95.00 | $99.50 | — |
| 601E11000 RIPRAP, TYPE D | 4 SY | $190 | $80.00 | $165 | — | — | $629 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 37 CY | $85.00 | $100 | $132 | — | — | $120 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 20 CY | $85.00 | $100 | $180 | — | — | $112 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $375 | $60.00 | $60.00 | — | — | $26.00 |
| 659E20000 COMMERCIAL FERTILIZER | 1.1 TON | $1,000 | $600 | $600 | — | — | $263 |
| 659E31000 LIME | 2.5 ACRE | $20.00 | $35.00 | $35.00 | — | — | $26.00 |
| 659E35000 WATER | 66 MGAL | $1.00 | $1.00 | $1.00 | — | — | $0.11 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $800 | $1,500 | $1,500 | — | — | $709 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $4,200 | $900 | $4,500 | — | — | $2,756 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 104 SY | — | — | — | $75.00 | $85.00 | — |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | — | — | — | $250 | $1,000 | — |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | — | — | — | $60.00 | $60.00 | — |
| 659E10000 SEEDING AND MULCHING | 8,909 SY | — | — | — | $0.75 | $0.75 | — |
| 659E20000 COMMERCIAL FERTILIZER | 0.9 TON | — | — | — | $600 | $600 | — |
| 659E31000 LIME | 1.9 ACRE | — | — | — | $35.00 | $35.00 | — |
| 659E35000 WATER | 49 MGAL | — | — | — | $2.00 | $1.00 | — |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | — | — | — | $1,000 | $1,850 | — |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | — | — | — | $5,000 | $2,070 | — |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | — | — | — | $5,000 | $5,220 | — |
| 832E30000 EROSION CONTROL | 10,000 EACH | — | — | — | $1.00 | $1.00 | — |
| 602E20000 CONCRETE MASONRY | 2.5 CY | $1,450 | $1,800 | $1,900 | — | — | $2,157 |
| 611E06100 15" CONDUIT, TYPE C | 36 FT | $87.00 | $60.00 | $82.00 | — | — | $256 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $2,045 | $3,400 | $2,250 | — | — | $2,497 |
| 602E20000 CONCRETE MASONRY | 0.2 CY | — | — | — | $4,000 | $3,275 | — |
| 611E05200 12" CONDUIT, TYPE F, 707.05 TYPE C OR 707.21 | 96 FT | — | — | — | $85.00 | $90.00 | — |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | — | — | — | $4,000 | $3,000 | — |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 35 FT | $5.00 | $5.00 | $26.00 | $10.00 | $15.00 | $21.00 |
| 304E20000 AGGREGATE BASE | 26 CY | $44.50 | $75.00 | $115 | $80.00 | $95.00 | $79.00 |
| 452E15050 12.5" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1 | 5 SY | $267 | $200 | $170 | $150 | $475 | $610 |
| 625E00450 CONNECTION, FUSED PULL APART | 1 EACH | $106 | $99.50 | $99.50 | — | — | $104 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 1 EACH | $94.00 | $88.00 | $88.00 | — | — | $92.00 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 6 EACH | $94.00 | $88.00 | $88.00 | — | — | $92.00 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN | 1 EACH | $795 | $745 | $745 | — | — | $782 |
| 625E14200 LIGHT POLE FOUNDATION, 24" X 10' DEEP | 1 EACH | $1,540 | $1,445 | $1,445 | — | — | $1,517 |
| 625E30706 PULL BOX, 725.08, 24" | 2 EACH | $998 | $938 | $938 | — | — | $984 |
| 625E31511 PULL BOX REMOVED, AS PER PLAN | 1 EACH | $347 | $325 | $325 | — | — | $341 |
| 625E32000 GROUND ROD | 1 EACH | $290 | $273 | $273 | — | — | $286 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 1 EACH | $795 | $745 | $745 | — | — | $782 |
| 625E75801 DISCONNECT CIRCUIT, AS PER PLAN | 1 EACH | $350 | $325 | $325 | — | — | $341 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 15 EACH | $10.00 | $9.50 | $9.50 | $9.50 | $9.50 | $9.00 |
| 407E10000 TACK COAT | 20 GAL | $2.25 | $1.00 | $1.00 | $2.00 | $1.00 | $3.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $1,025 | $950 | $950 | $1,000 | $950 | $1,105 |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 0.11 MILE | $24,000 | $10,000 | $10,000 | $10,000 | $10,000 | $15,050 |
| 616E10000 WATER | 88 MGAL | $1.00 | $10.00 | $55.00 | $60.00 | $110 | $16.00 |
| 617E10100 COMPACTED AGGREGATE | 50 CY | $51.00 | $62.00 | $80.00 | $75.00 | $250 | $165 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $750 | $2,500 | $1,500 | $2,000 | $3,120 | $683 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,975 | $5,000 | $4,070 | $7,500 | $6,250 | $8,108 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 26,813 CY | $8.75 | $235k | 33% |
| 203E10000 EXCAVATION | 17,399 CY | $11 | $191k | 27% |
| 624E10000 MOBILIZATION | 1 LS | $47,300 | $47k | 7% |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 1,037.5 FT | $30.5 | $32k | 4% |
| 659E10000 SEEDING AND MULCHING | 12,088 SY | $1.5 | $18k | 3% |
| 609E24510 CURB, TYPE 4-C | 934 FT | $17 | $16k | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,000 | $12k | 2% |
| 611E16600 36" CONDUIT, TYPE C | 75 FT | $139 | $10k | 1% |
| 611E05200 12" CONDUIT, TYPE F, 707.05 TYPE C OR 707.21 | 107 FT | $96 | $10k | 1% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1 | $10k | 1% |