FAI-SR 159-07.90
FAI County · est $2.0M
Bid dateThursday, August 10—
FAI County · est $2.0M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 50 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | % of bid |
|---|---|---|---|
| 203E98000 ROADWAY, MISC.: EPS GEOFOAM | 2,043 CY | $205 | 19% |
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 144 CY | $2,400 | 16% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 4,000 DLR | $70.00 | 13% |
| 203E35000 GRANULAR EMBANKMENT | 1,368 CY | $82.00 | 5% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 52,069 LB | $2.15 | 5% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 185 SY | $560 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | 5% |
| 203E10000 EXCAVATION | 4,164 CY | $23.00 | 4% |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,280 FT | $72.00 | 4% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,485 FT | $62.00 | 4% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $70,000 | 3% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 137 FT | $445 | 3% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 37 CY | $1,400 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 191 CY | $255 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 41 CY | $1,100 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $45,000 | 2% |
| 523E20001 DYNAMIC LOAD TESTING, AS PER PLAN | 5 EACH | $8,250 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $40,000 | 2% |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 1,200 FT | $28.00 | 2% |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 1,395 FT | $20.00 | 1% |
| Item | Quantity | R1Axis Civil Construction LLC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 |
| 202E23000 PAVEMENT REMOVED | 832 SY | $24.00 |
| 202E23500 WEARING COURSE REMOVED | 225 SY | $24.00 |
| 202E38000 GUARDRAIL REMOVED | 315 FT | $7.00 |
| 203E20000 EMBANKMENT | 426 CY | $23.00 |
| 204E10000 SUBGRADE COMPACTION | 1,169 SY | $4.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 112.5 FT | $62.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $2,400 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 |
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 →
| 4 EACH |
| $2,300 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $210 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 99 CY | $95.00 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,500 SY | $2.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.21 TON | $1,400 |
| 659E31000 LIME | 0.32 ACRE | $100 |
| 659E35000 WATER | 8.1 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 12,000 EACH | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 52 FT | $7.50 |
| 304E20000 AGGREGATE BASE | 198 CY | $120 |
| 407E20000 NON-TRACKING TACK COAT | 168 GAL | $3.75 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 47 CY | $365 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (55 CY | $325 |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 49 SY | $68.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 10 EACH | $12.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 48 FT | $16.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $30.00 |
| 646E10010 EDGE LINE, 6" | 0.14 MILE | $12,850 |
| 646E10200 CENTER LINE | 0.07 MILE | $12,850 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 10 CY | $95.00 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $4,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $520 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,000 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $65.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 |
| 506E11101 STATIC LOAD TEST, AS PER PLAN | 1 LS | $15,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 83 SY | $35.00 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 72 SF | $8.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 94 SF | $12.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 109 FT | $50.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 94 FT | $40.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 69 CY | $400 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 134 FT | $20.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 124 FT | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 63 FT | $12.00 |
| 523E20501 RESTRIKE, AS PER PLAN | 5 EACH | $2,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $3,000 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $3,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $20,000 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E98000 ROADWAY, MISC.: EPS GEOFOAM | 2,043 CY | $205 | $419k | 16% |
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 144 CY | $2,400 | $346k | 14% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 4,000 DLR | $70 | $280k | 11% |
| 203E35000 GRANULAR EMBANKMENT | 1,368 CY | $82 | $112k | 4% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 52,069 LB | $2.15 | $112k | 4% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 185 SY | $560 | $104k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 203E10000 EXCAVATION | 4,164 CY | $23 | $96k | 4% |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,280 FT | $72 | $92k | 4% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,485 FT | $62 | $92k | 4% |