LUC-SR 2-21.23 Brdg Repair
LUC County · est $0.7M
Bid dateThursday, June 18—
LUC County · est $0.7M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 9.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 47 more items below.
| Item | Quantity | R1E S Wagner Company | R2Miller Bros Const INC | R3Becdir Construction Company | % of bid |
|---|---|---|---|---|---|
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $115,280 | $125,000 | $188,000 | 20% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 88 CY | $1,160 | $1,150 | $1,265 | 17% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 317 SY | $314 | $300 | $350 | 17% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 232 CY | $160 | $160 | $176 | 6% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $24,983 | $12,000 |
| Item | Quantity | R1E S Wagner Company | R2Miller Bros Const INC | R3Becdir Construction Company |
|---|---|---|---|---|
| 202E30000 WALK REMOVED | 1,725 SF | $2.00 | $2.50 | $3.50 |
| 202E32000 CURB REMOVED | 235 FT | $9.00 | $8.00 | $6.50 |
| 202E38000 GUARDRAIL REMOVED | 200 FT | $1.80 | $1.80 | $2.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $115 | $115 | $125 |
| 203E10000 EXCAVATION | 204 CY | $28.80 | $40.00 | $51.00 |
| 204E10000 SUBGRADE COMPACTION |
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 →
| $45,000 |
| 4% |
| 526E90010 TYPE A INSTALLATION | 134 FT | $183 | $175 | $235 | 4% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $21,000 | $15,000 | $30,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $37,000 | 3% |
| 442E10500 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 81 CY | $225 | $225 | $250 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 11,759 LB | $1.48 | $1.25 | $1.40 | 3% |
| 202E22900 APPROACH SLAB REMOVED | 317 SY | $48.25 | $45.00 | $60.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $84,000 | $50,000 | 3% |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $678 | $3,000 | $900 | 2% |
| 304E20000 AGGREGATE BASE | 192 CY | $66.00 | $85.00 | $88.00 | 2% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 5 CY | $2,060 | $2,000 | $4,900 | 2% |
| 608E10000 4" CONCRETE WALK | 1,275 SF | $7.40 | $7.50 | $5.50 | 2% |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 372 EACH | $25.00 | $32.00 | $28.00 | 2% |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 834 SY | $10.80 | $10.00 | $12.00 | 2% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,245 | $2,245 | $2,500 | 2% |
| 519E11100 PATCHING CONCRETE STRUCTURE | 45 SF | $160 | $250 | $190 | 1% |
| 834 SY |
| $5.00 |
| $2.00 |
| $3.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 75 CY | $28.80 | $20.00 | $66.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 75 CY | $40.00 | $25.00 | $75.00 |
| 204E50000 GEOTEXTILE FABRIC | 200 SY | $3.50 | $2.00 | $4.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 200 FT | $20.20 | $20.20 | $22.00 |
| 608E15000 8" CONCRETE WALK | 450 SF | $10.20 | $11.00 | $8.00 |
| 659E10000 SEEDING AND MULCHING | 400 SY | $2.50 | $6.45 | $2.75 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $600 | $960 | $660 |
| 659E35000 WATER | 2 MGAL | $2.00 | $1.00 | $1.10 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 2 EACH | $1,100 | $1,500 | $850 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $1,100 | $1,500 | $600 |
| 407E20000 NON-TRACKING TACK COAT | 150 GAL | $1.00 | $1.00 | $1.25 |
| 609E26000 CURB, TYPE 6 | 235 FT | $23.25 | $26.00 | $26.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.2 MILE | $1,200 | $1,200 | $1,320 |
| 642E00204 LANE LINE, 6", TYPE 1 | 0.6 MILE | $800 | $800 | $880 |
| 642E00300 CENTER LINE, TYPE 1 | 0.1 MILE | $2,400 | $2,400 | $2,640 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 780 FT | $1.00 | $1.00 | $1.10 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 800 FT | $1.00 | $1.00 | $1.10 |
| 644E00500 STOP LINE | 180 FT | $12.00 | $12.00 | $13.25 |
| 644E01300 LANE ARROW | 16 EACH | $100 | $100 | $110 |
| 614E11111 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $75.00 | $70.00 | $66.00 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $200 | $192 | $210 |
| 614E12600 REPLACEMENT DRUM | 10 EACH | $65.00 | $52.00 | $58.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $655 | $1,000 | $1,100 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.45 MILE | $2,000 | $2,000 | $2,200 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 120 FT | $1.00 | $1.00 | $1.10 |
| 614E30000 WORK ZONE ARROW, CLASS I | 12 EACH | $50.00 | $50.00 | $55.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 100 LB | $2.99 | $2.00 | $1.40 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 67 SF | $9.67 | $8.00 | $10.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $9.68 | $8.00 | $18.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 15 SF | $11.82 | $11.00 | $73.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 142 FT | $39.26 | $33.00 | $56.00 |
| 516E31000 JOINT SEALER, 705.04 | 132 FT | $21.09 | $8.50 | $10.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 20 EACH | $77.50 | $20.00 | $21.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 53 CY | $103 | $100 | $145 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 156 FT | $12.78 | $10.00 | $8.50 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 60 FT | $19.36 | $20.00 | $36.50 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $107 | $300 | $600 |
| 607E35000 FENCE REMOVED AND REBUILT | 30 FT | $192 | $192 | $197 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,000 | $8,000 | $20,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,700 | $2,500 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $115,280 | $115k | 17% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 88 CY | $1,160 | $102k | 15% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 317 SY | $314.4 | $100k | 15% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 232 CY | $160 | $37k | 5% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $24,983 | $25k | 4% |
| 526E90010 TYPE A INSTALLATION | 134 FT | $182.7 | $24k | 4% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $21,000 | $21k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |
| 442E10500 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 81 CY | $225 | $18k | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 11,759 LB | $1.48 | $17k | 3% |