FAI-US 22-03.68
FAI County · est $1.8M
Bid dateThursday, December 18—
FAI County · est $1.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 52 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Rietschlin Construction INC | R3Axis Civil Construction LLC | R4Orders Construction Company INC | % of bid |
|---|---|---|---|---|---|---|
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 166 CY | $1,700 | $1,260 | $2,100 | $2,700 | 19% |
| 507E98000 PILING, MISC.: 18 INCH OPEN-ENDED STEEL PIPE PILES | 1,850 FT | $142 | $150 | $155 | $120 | 18% |
| 507E98000 PILING, MISC.: 18 INCH OPEN-ENDED STEEL PIPE PILES | 1,730 FT | $80.00 | $20.00 | $40.00 | $150 | 9% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 47,015 LB | $2.00 | $2.00 | $1.70 | $2.20 | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 328 CY | $270 | $212 | $190 | $220 | 6% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 178 SY | $470 | $351 |
| Item | Quantity | R1Alan Stone CO INC | R2Rietschlin Construction INC | R3Axis Civil Construction LLC | R4Orders Construction Company INC |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 1,671 SY | $10.00 | $18.00 | $24.00 | $5.90 |
| 202E23500 WEARING COURSE REMOVED | 325 SY | $4.00 | $9.00 | $10.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 419 FT | $10.00 | $6.00 | $7.00 | $14.00 |
| 203E20000 EMBANKMENT | 733 CY | $9.00 | $17.00 | $28.00 | $41.00 |
| 204E10000 SUBGRADE COMPACTION (A) |
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 →
| $495 |
| $530 |
| 6% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 176 FT | $475 | $475 | $428 | $500 | 6% |
| 304E20000 AGGREGATE BASE | 794 CY | $75.00 | $92.00 | $110 | $90.00 | 4% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 434 CY | $110 | $108 | $118 | $140 | 3% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 49 CY | $870 | $765 | $1,280 | $3,200 | 3% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $39,000 | $70,000 | $75,000 | $110,000 | 3% |
| 203E10000 EXCAVATION | 749 CY | $50.00 | $25.00 | $28.00 | $54.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $100,000 | $100,000 | $145,000 | 2% |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: EMSEAL WI | 64 FT | $520 | $582 | $500 | $660 | 2% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 349 CY | $95.00 | $82.00 | $82.00 | $95.00 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 40 CY | $800 | $765 | $1,050 | $930 | 2% |
| 523E20001 DYNAMIC LOAD TESTING, AS PER PLAN | 24 EACH | $1,200 | $1,225 | $3,700 | $1,500 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (93 CY | $300 | $284 | $250 | $290 | 2% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 80 CY | $330 | $318 | $285 | $320 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $7,700 | $15,000 | $363,000 | 1% |
| 1,299 SY |
| $5.00 |
| $3.00 |
| $3.00 |
| $4.60 |
| 204E10000 SUBGRADE COMPACTION (B) | 1,099 SY | $9.50 | $3.00 | $3.00 | $5.40 |
| 204E13000 EXCAVATION OF SUBGRADE | 349 CY | $30.00 | $27.00 | $30.00 | $46.00 |
| 204E51000 GEOGRID | 1,099 SY | $8.00 | $5.00 | $1.00 | $7.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 7 STA | $460 | $290 | $700 | $630 |
| 606E15050 GUARDRAIL, TYPE MGS | 375 FT | $25.00 | $23.50 | $21.00 | $22.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $3,000 | $2,775 | $2,500 | $2,700 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $3,000 | $2,775 | $2,500 | $2,600 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $5,400 | $1,400 | $1,600 | $5,300 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $5,400 | $1,400 | $1,600 | $5,300 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 2,307 SY | $2.00 | $2.75 | $1.40 | $4.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.31 TON | $670 | $1,000 | $1,250 | $700 |
| 659E31000 LIME | 0.47 ACRE | $960 | $180 | $150 | $93.00 |
| 659E35000 WATER | 6.2 MGAL | $120 | $1.25 | $1.00 | $1.20 |
| 832E30000 EROSION CONTROL | 4,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 52 FT | $5.00 | $28.00 | $4.00 | $27.00 |
| 407E20000 NON-TRACKING TACK COAT | 231 GAL | $6.50 | $5.00 | $4.00 | $4.60 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $100 | $38.00 | $100 | $130 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 12 EACH | $15.00 | $14.00 | $12.00 | $21.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 48 FT | $20.00 | $20.00 | $17.50 | $21.00 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $50.00 | $45.00 | $40.00 | $26.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $25.00 | $23.00 | $20.00 | $460 |
| 630E85101 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION, AS | 4 EACH | $40.00 | $39.00 | $35.10 | $90.00 |
| 630E86003 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $25.00 | $23.00 | $20.00 | $250 |
| 646E10010 EDGE LINE, 6" | 0.26 MILE | $9,800 | $9,400 | $8,250 | $7,900 |
| 646E10200 CENTER LINE | 0.13 MILE | $15,000 | $12,500 | $13,000 | $16,000 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 10 CY | $310 | $86.00 | $60.00 | $560 |
| 614E12420 DETOUR SIGNING | 1 LS | $13,000 | $8,000 | $4,800 | $5,100 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $540 | $300 | $150 | $670 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $770 | $1,100 | $1,500 | $1,600 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $90.00 | $70.00 | $65.00 | $150 |
| 202E38500 BRIDGE RAILING REMOVED | 171 FT | $5.50 | $12.00 | $30.00 | $27.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $18,000 | $70,000 | $50,000 | $79,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $9,300 | $81,000 | $25,000 | $70,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $20,000 | $80,000 | $105,000 | $38,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 111 SY | $50.00 | $26.50 | $23.50 | $130 |
| 512E33300 TYPE A WATERPROOFING | 17 SY | $120 | $86.00 | $35.00 | $220 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 131 SF | $20.00 | $43.00 | $22.00 | $35.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 82 FT | $55.00 | $39.50 | $50.00 | $80.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 64 FT | $35.00 | $29.00 | $30.00 | $43.00 |
| 516E42600 ELASTOMERIC BEARING PAD, MISC.: 8" x 1.5" | 70 FT | $130 | $104 | $130 | $200 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 46 CY | $120 | $115 | $180 | $160 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 192 FT | $35.00 | $16.00 | $25.00 | $42.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 104 FT | $15.00 | $18.00 | $12.00 | $51.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 112 FT | $15.00 | $23.00 | $12.00 | $69.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $20,000 | $15,000 | $15,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,300 | $5,000 | $12,000 | $17,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $15,000 | $15,000 | $23,500 | $64,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 166 CY | $1,700 | $282k | 16% |
| 507E98000 PILING, MISC.: 18 INCH OPEN-ENDED STEEL PIPE PILES | 1,850 FT | $142 | $263k | 15% |
| 507E98000 PILING, MISC.: 18 INCH OPEN-ENDED STEEL PIPE PILES | 1,730 FT | $80 | $138k | 8% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 47,015 LB | $2 | $94k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 328 CY | $270 | $89k | 5% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 178 SY | $470 | $84k | 5% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 176 FT | $475 | $84k | 5% |
| 304E20000 AGGREGATE BASE | 794 CY | $75 | $60k | 3% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 434 CY | $110 | $48k | 3% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 49 CY | $870 | $43k | 2% |