MRW-SR 95-16.10
MRW County · est $0.7M
Bid dateThursday, February 1—
MRW 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 · 47 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | R2Rietschlin Construction INC | % of bid |
|---|---|---|---|---|
| 511E32213 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 253 CY | $900 | $900 | 34% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 56,810 LB | $1.30 | $1.00 | 11% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 147 SY | $285 | $200 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $50,000 | 6% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 665 SY | $59.00 | $75.00 | 6% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUPERS | 206 CY | $190 | $254 | 6% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN SUBSTRU | 19 CY | $1,900 | $630 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 124 CY | $220 | $248 | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 195 FT | $126 | $157 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $40,000 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 3 INCHES | 1,204 SY | $12.50 | $16.50 | 2% |
| 526E90010 TYPE A INSTALLATION | 88 FT | $150 | $125 | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 6 EACH | $1,900 | $1,980 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $19,000 | 1% |
| 203E10000 EXCAVATION | 271 CY | $36.00 | $25.25 | 1% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 3 CY | $3,200 | $1,700 | 1% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 47 CY | $200 | $226 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 37 CF | $250 | $368 | 1% |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 89 CY | $100 | $96.00 | 1% |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 390 FT | $22.00 | $27.00 | 1% |
| Item | Quantity | R1Axis Civil Construction LLC | R2Rietschlin Construction INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,500 | $9,800 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 202 SY | $12.00 | $13.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 496 FT | $3.00 | $3.50 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 3 EACH | $400 | $340 |
| 202E98000 REMOVAL MISC.:PORTABLE CONCRETE BARRIERS AND ATTEN | 1 LS | $2,500 | $3,100 |
| 203E20000 EMBANKMENT | 9 CY | $36.00 | $31.00 |
| 204E10000 SUBGRADE COMPACTION | 729 SY |
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 →
| $1.50 |
| $3.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 237.5 FT | $15.90 | $19.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 3 EACH | $1,915 | $2,200 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $680 | $935 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,860 | $2,090 |
| 617E10100 COMPACTED AGGREGATE | 80 CY | $85.00 | $94.00 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 1,270 SY | $1.50 | $3.75 |
| 659E20000 COMMERCIAL FERTILIZER | 0.17 TON | $650 | $700 |
| 659E31000 LIME | 0.26 ACRE | $160 | $100 |
| 659E35000 WATER | 7 MGAL | $1.00 | $16.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 40 FT | $16.00 | $18.00 |
| 304E20000 AGGREGATE BASE | 62 CY | $130 | $92.50 |
| 407E10000 TACK COAT | 223 GAL | $2.50 | $5.50 |
| 621E00100 RPM | 4 EACH | $625 | $743 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $20.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 9 EACH | $10.00 | $8.25 |
| 644E00100 EDGE LINE, 4" | 0.2 MILE | $3,475 | $11,600 |
| 644E00300 CENTER LINE | 0.1 MILE | $6,975 | $39,200 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 BIDIRECTIONAL | 20 EACH | $8.00 | $9.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 20 EACH | $15.00 | $18.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.18 MILE | $2,875 | $3,200 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.46 MILE | $2,750 | $3,100 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 24 FT | $3.00 | $4.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $7,500 | $12,300 |
| 622E41000 PORTABLE BARRIER, 32" | 390 FT | $19.00 | $24.00 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $35.00 | $33.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $17,000 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 256 EACH | $25.00 | $25.50 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 72 SY | $25.00 | $20.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 141 SF | $4.00 | $8.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 114 SF | $5.00 | $10.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 121 FT | $45.00 | $27.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 88 FT | $16.00 | $28.50 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $140 | $104 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 220 FT | $25.00 | $14.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 100 FT | $8.00 | $11.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $13.00 | $18.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $250 | $245 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,500 | $7,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,500 | $2,750 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32213 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 253 CY | $900 | $228k | 28% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 56,810 LB | $1.3 | $74k | 9% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 147 SY | $285 | $42k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $40k | 5% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 665 SY | $59 | $39k | 5% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUPERS | 206 CY | $190 | $39k | 5% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN SUBSTRU | 19 CY | $1,900 | $36k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 124 CY | $220 | $27k | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 195 FT | $126 | $25k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |