MEG-TR 109/TR 126-00.58/00.58
MEG County · est $0.7M
Bid dateThursday, April 27—
MEG County · est $0.7M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 38 more items below.
| Item | Quantity | R1D G M INC | R2Catts Construction INC | % of bid |
|---|---|---|---|---|
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 6 EACH | $15,200 | $13,094 | 15% |
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 6 EACH | $15,200 | $11,800 | 15% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 172 CY | $265 | $300 | 7% |
| 511E45711 CLASS QC1 CONCRETE, ABUTMENT, AS PER PLAN | 49 CY | $700 | $1,010 | 6% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 25 CY | $1,350 | $1,615 | 5% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 23 CY | $1,450 | $1,900 | 5% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 46 CY | $700 | $888 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $37,500 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $23,000 | $10,930 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $22,000 | $30,000 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $22,000 | $31,392 | 4% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $22,000 | $6,100 | 4% |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 172 CY | $110 | $132 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 8,336 LB | $2.25 | $2.00 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,000 | $10,100 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 260 FT | $68.00 | $50.00 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 7,772 LB | $2.25 | $2.00 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 58 CY | $300 | $345 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 235 FT | $72.00 | $42.60 | 3% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 113 CY | $130 | $264 | 2% |
| Item | Quantity | R1D G M INC | R2Catts Construction INC |
|---|---|---|---|
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 926 SY | $1.00 | $11.60 |
| 203E10000 EXCAVATION | 203 CY | $50.00 | $33.00 |
| 203E20000 EMBANKMENT | 58 CY | $50.00 | $56.00 |
| 204E10000 SUBGRADE COMPACTION | 1,029 SY | $7.00 | $1.00 |
| 606E13001 GUARDRAIL, TYPE 5, AS PER PLAN | 212.5 FT | $32.00 | $35.50 |
| 606E20000 FLARED END SECTION (W-BEAM) | 2 EACH | $75.00 | $92.00 |
| 606E25001 ANCHOR ASSEMBLY, TYPE A, AS PER PLAN | 6 EACH | $1,750 | $2,080 |
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 →
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 8 EACH | $1,500 | $1,775 |
| 601E32300 ROCK CHANNEL PROTECTION, TYPE D WITH FILTER | 6 CY | $150 | $258 |
| 659E10000 SEEDING AND MULCHING | 1,089 SY | $6.00 | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $1,000 | $1.00 |
| 659E31000 LIME | 0.23 ACRE | $100 | $2.00 |
| 659E35000 WATER | 8.82 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 |
| 407E10000 TACK COAT | 104 GAL | $2.25 | $2.75 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $4,500 | $28,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $5,000 | $39,750 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 185 FT | $10.00 | $2.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 44 SY | $20.00 | $25.00 |
| 512E33000 TYPE 2 WATERPROOFING | 18 SY | $30.00 | $65.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 16.5 SF | $25.00 | $15.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 24 EACH | $25.00 | $85.00 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 24 EACH | $155 | $280 |
| 517E72306 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 88.83 FT | $162 | $193 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 95 FT | $20.00 | $19.00 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 141 CY | $60.00 | $232 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $4,500 | $31,350 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $5,000 | $39,750 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 210 FT | $10.00 | $2.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 40 SY | $20.00 | $27.00 |
| 512E33000 TYPE 2 WATERPROOFING | 18 SY | $30.00 | $34.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 15.2 SF | $25.00 | $15.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 24 EACH | $25.00 | $85.00 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 24 EACH | $155 | $281 |
| 517E72306 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 88.83 FT | $162 | $193 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 90 FT | $20.00 | $19.00 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 108 CY | $60.00 | $233 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,500 | $11,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 6 EACH | $15,200 | $91k | 12% |
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 6 EACH | $15,200 | $91k | 12% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 172 CY | $265 | $46k | 6% |
| 511E45711 CLASS QC1 CONCRETE, ABUTMENT, AS PER PLAN | 49 CY | $700 | $34k | 4% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 25 CY | $1,350 | $34k | 4% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 23 CY | $1,450 | $33k | 4% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 46 CY | $700 | $32k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $23,000 | $23k | 3% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $22,000 | $22k | 3% |