LUC-SR 2-31.75 Bridge Repl
LUC County · est $1.3M
Bid dateThursday, August 12—
LUC County · est $1.3M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 10.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 52 more items below.
| Item | Quantity | R1Miller Bros Const INC | R2Mosser Construction INC | R3Vernon Nagel INC | % of bid |
|---|---|---|---|---|---|
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 22 EACH | $7,750 | $8,400 | $8,550 | 17% |
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 11 EACH | $8,250 | $8,400 | $9,000 | 9% |
| 507E00751 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,000 FT | $90.00 | $114 | $110 | 9% |
| 507E00551 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,100 FT | $70.00 | $70.00 | $70.00 | 8% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 131 CY | $575 |
| Item | Quantity | R1Miller Bros Const INC | R2Mosser Construction INC | R3Vernon Nagel INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,000 | $2,500 | $3,500 |
| 202E23000 PAVEMENT REMOVED | 809 SY | $8.50 | $13.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 237.5 FT | $1.80 | $1.80 | $3.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $175 | $175 | $135 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $175 | $175 | $95.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED |
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 →
| $550 |
| $800 |
| 7% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $73,250 | $57,000 | $60,000 | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 44,610 LB | $1.45 | $1.30 | $1.50 | 6% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 95 CY | $675 | $575 | $500 | 6% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 196 SY | $250 | $255 | $255 | 5% |
| 511E42510 CLASS QC1 CONCRETE, PIER CAP | 37 CY | $1,150 | $1,100 | $1,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 219 FT | $182 | $182 | $173 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 175 CY | $180 | $188 | $188 | 3% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $30,000 | $14,000 | $48,000 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $18,000 | $5,800 | $10,000 | 2% |
| 442E10500 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 62 CY | $239 | $285 | $285 | 1% |
| 526E90011 TYPE A INSTALLATION, AS PER PLAN | 102 FT | $140 | $140 | $90.00 | 1% |
| 523E20000 DYNAMIC LOAD TESTING | 4 EACH | $3,150 | $3,100 | $2,500 | 1% |
| 304E20000 AGGREGATE BASE | 179 CY | $60.00 | $75.00 | $70.00 | 1% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $950 | $750 | $750 | 1% |
| 4 EACH |
| $175 |
| $175 |
| $45.00 |
| 203E10000 EXCAVATION | 312 CY | $25.00 | $18.00 | $18.00 |
| 203E20000 EMBANKMENT | 43 CY | $25.00 | $12.00 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 1,071 SY | $1.50 | $4.00 | $1.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 2.17 STA | $100 | $100 | $50.00 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 212.5 FT | $24.00 | $24.00 | $24.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E - MASH 2016 | 3 EACH | $2,450 | $2,450 | $2,760 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,500 | $1,500 | $1,240 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 3 EACH | $2,195 | $2,195 | $2,560 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 1 EACH | $3,195 | $3,195 | $2,490 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $200 | $400 | $225 |
| 690E98400 SPECIAL - MISC: ROAD WEATHER INFORMATION SYSTEM S | 1 LS | $7,200 | $7,200 | $7,200 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 64 CY | $105 | $125 | $100 |
| 659E00300 TOPSOIL | 41 CY | $25.00 | $23.00 | $25.00 |
| 659E10000 SEEDING AND MULCHING | 355 SY | $8.00 | $6.95 | $6.95 |
| 659E14000 REPAIR SEEDING AND MULCHING | 18 SY | $5.00 | $1.50 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $550 | $440 | $440 |
| 659E31000 LIME | 0.07 ACRE | $10.00 | $25.00 | $25.00 |
| 659E35000 WATER | 2 MGAL | $10.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,539 EACH | $1.00 | $1.00 | $1.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $850 | $700 | $300 |
| 407E20000 NON-TRACKING TACK COAT | 134 GAL | $4.00 | $1.00 | $1.00 |
| 617E10100 COMPACTED AGGREGATE | 14 CY | $80.00 | $115 | $70.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $8.00 | $140 | $12.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BI-DIRECTIONAL | 14 EACH | $8.50 | $8.50 | $8.50 |
| 616E10000 WATER | 2 MGAL | $50.00 | $10.00 | $10.00 |
| 202E22900 APPROACH SLAB REMOVED | 79 SY | $30.00 | $55.00 | $35.00 |
| 202E23500 WEARING COURSE REMOVED | 537 SY | $5.00 | $4.00 | $5.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $43,000 | $12,000 |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 1,000 FT | $4.00 | $12.00 | $4.00 |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 920 FT | $4.00 | $23.00 | $4.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 212 SY | $11.00 | $8.00 | $10.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 16 SF | $6.50 | $7.00 | $10.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 102 FT | $26.00 | $42.00 | $35.00 |
| 516E31000 JOINT SEALER | 102 FT | $5.00 | $6.00 | $18.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 66 EACH | $18.00 | $19.00 | $12.00 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 132 EACH | $70.00 | $85.00 | $80.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 52 CY | $80.00 | $85.00 | $76.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 261 FT | $13.50 | $21.00 | $10.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 140 FT | $8.00 | $18.00 | $8.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 48 FT | $16.00 | $18.00 | $8.00 |
| 518E42300 8" NON-PERFORATED CORRUGATED STEEL PIPE, INCLUDING | 20 FT | $23.00 | $22.00 | $15.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,000 | $7,800 | $15,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $250 | $2,200 | $1,500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,000 | $1,950 | $1,950 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $1,600 | $2,000 | $1,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,400 | $3,600 | $6,950 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 22 EACH | $7,750 | $171k | 15% |
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 11 EACH | $8,250 | $91k | 8% |
| 507E00751 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,000 FT | $90 | $90k | 8% |
| 507E00551 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,100 FT | $70 | $77k | 7% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 131 CY | $575 | $75k | 7% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $73,250 | $73k | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 44,610 LB | $1.45 | $65k | 6% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 95 CY | $675 | $64k | 6% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 196 SY | $250 | $49k | 4% |
| 511E42510 CLASS QC1 CONCRETE, PIER CAP | 37 CY | $1,150 | $43k | 4% |