KNO-US 36-26.92
KNO County · est $1.1M
Bid dateThursday, April 5—
KNO County · est $1.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 61 more items below.
| Item | Quantity | R1Rietschlin Construction INC | R2Axis Civil Construction LLC | % of bid |
|---|---|---|---|---|
| 511E32213 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 421 CY | $700 | $765 | 31% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 101,860 LB | $1.10 | $1.50 | 12% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 344 CY | $190 | $210 | 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 277 CY | $180 | $170 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $45,000 | $60,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $45,000 | $40,000 | 5% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 178 SY | $234 | $265 | 4% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 69 CY | $600 | $878 | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 273 FT | $151 | $140 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $36,000 | $46,000 | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 51 CY | $565 | $900 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $25,000 | $12,000 | 3% |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: ANGLE ST | 86 FT | $289 | $400 | 3% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 291 CY | $80.00 | $95.00 | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (84 CY | $232 | $214 | 2% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 73 CY | $266 | $246 | 2% |
| 659E00580 SEEDING AND MULCHING, CLASS 5B | 1,878 SY | $8.00 | $2.80 | 2% |
| 304E20000 AGGREGATE BASE | 190 CY | $70.00 | $120 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 650 FT | $19.00 | $17.60 | 1% |
| 203E10000 EXCAVATION | 361 CY | $31.00 | $30.00 | 1% |
| Item | Quantity | R1Rietschlin Construction INC | R2Axis Civil Construction LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $7,500 |
| 202E23500 WEARING COURSE REMOVED | 665 SY | $8.50 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 874 FT | $3.00 | $3.00 |
| 202E75000 FENCE REMOVED | 172 FT | $9.50 | $4.00 |
| 203E20000 EMBANKMENT | 259 CY | $13.50 | $30.00 |
| 204E10000 SUBGRADE COMPACTION | 1,206 SY | $2.50 | $1.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 2 STA |
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 →
| $1,328 |
| $550 |
| 209E70000 BORROW | 15 CY | $33.00 | $55.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,281 | $1,185 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH | $1,850 | $1,710 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $2,216 | $2,050 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,179 | $1,960 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 1 CY | $547 | $120 |
| 616E10000 WATER | 1.24 MGAL | $10.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.25 TON | $700 | $700 |
| 659E31000 LIME | 0.39 ACRE | $2,210 | $600 |
| 659E35000 WATER | 10.14 MGAL | $10.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,622 | $2,000 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 1,725 SY | $6.25 | $7.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 873 FT | $2.00 | $3.00 |
| 407E20000 NON-TRACKING TACK COAT | 224 GAL | $4.00 | $5.00 |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 48 SY | $22.00 | $20.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $43.00 | $20.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 6 EACH | $11.00 | $6.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 10 EACH | $9.00 | $6.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 46 FT | $12.00 | $12.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $31.00 | $21.50 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 6 EACH | $55.00 | $40.00 |
| 646E10010 EDGE LINE, 6" | 0.22 MILE | $22,500 | $9,862 |
| 646E10200 CENTER LINE | 0.11 MILE | $24,200 | $10,241 |
| 632E90400 SIGNALIZATION, MISC.: MICROWAVE DETECTOR | 3 EACH | $110 | $1,000 |
| 661E20060 DECIDUOUS SHRUB, 3' HEIGHT, AMERICAN ELDERBERRY (S | 10 EACH | $150 | $80.00 |
| 661E20060 DECIDUOUS SHRUB, 3' HEIGHT, BLACK HAW (VIBURNUM PR | 10 EACH | $150 | $80.00 |
| 661E20060 DECIDUOUS SHRUB, 3' HEIGHT, COMMON ARROWOOD (VIBUR | 10 EACH | $150 | $80.00 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $1,950 | $1,920 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $200 | $150 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 18 EACH | $37.00 | $12.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 23 EACH | $33.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 18 EACH | $37.00 | $15.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.19 MILE | $6,300 | $5,500 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.41 MILE | $6,100 | $5,500 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 40 FT | $17.00 | $6.00 |
| 622E41000 PORTABLE BARRIER, 32" | 380 FT | $26.00 | $20.00 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 340 FT | $27.00 | $22.00 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $38.00 | $65.00 |
| 202E38500 BRIDGE RAILING REMOVED | 264 FT | $9.00 | $8.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 108 EACH | $23.25 | $25.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 156 SY | $14.00 | $22.00 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 69 SF | $10.00 | $4.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 105 SF | $23.00 | $6.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 106 FT | $26.00 | $44.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 86 FT | $30.00 | $16.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 62 CY | $90.00 | $85.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 319 FT | $11.00 | $25.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 104 FT | $10.00 | $8.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 38 FT | $16.00 | $12.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 20 SF | $160 | $250 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $10,000 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $1,550 | $1,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,000 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32213 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 421 CY | $700 | $295k | 26% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 101,860 LB | $1.1 | $112k | 10% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 344 CY | $190 | $65k | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 277 CY | $180 | $50k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $45,000 | $45k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $45,000 | $45k | 4% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 178 SY | $234 | $42k | 4% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 69 CY | $600 | $41k | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 273 FT | $151 | $41k | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $36,000 | $36k | 3% |