FAI-SR 37-21.55
FAI County · est $1.0M
Bid dateThursday, January 27—
FAI County · est $1.0M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 10.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 44 more items below.
| Item | Quantity | R1George J Igel & CO INC | R2Complete General Construction Company | R3Shelly & Sands INC | R4Double Z Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 228 CY | $1,000 | $950 | $925 | $995 | 24% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 4,000 DLR | $40.00 | $40.00 | $42.00 | $42.00 | 17% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 63,856 LB | $1.35 | $1.40 | $1.20 | $1.45 | 9% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 203 SY | $270 | $260 |
| Item | Quantity | R1George J Igel & CO INC | R2Complete General Construction Company | R3Shelly & Sands INC | R4Double Z Construction Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,100 | $20,000 | $700 | $5,000 |
| 202E23500 WEARING COURSE REMOVED | 555 SY | $9.00 | $10.00 | $11.00 | $8.00 |
| 202E38000 GUARDRAIL REMOVED | 1,772 FT | $1.50 | $1.80 | $2.00 | $1.50 |
| 203E10001 EXCAVATION, AS PER PLAN | 201 CY | $39.25 | $50.00 | $50.00 | $50.00 |
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 →
| $300 |
| $275 |
| 6% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $51,000 | $23,000 | $22,000 | $46,000 | 5% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 182 FT | $270 | $258 | $242 | $270 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | $45,000 | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUBSTR | 73 CY | $530 | $600 | $550 | $375 | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUPERS | 179 CY | $215 | $200 | $230 | $375 | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,768.75 FT | $21.00 | $22.00 | $22.50 | $21.00 | 4% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 45 CY | $720 | $900 | $1,200 | $985 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 43 CY | $650 | $600 | $900 | $615 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 111 CY | $205 | $225 | $225 | $225 | 2% |
| 516E42000 ELASTOMERIC BEARING PAD, MISC.: (1 1/2" x 8" X 52' | 2 EACH | $8,230 | $3,500 | $3,800 | $4,000 | 2% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 47 CY | $295 | $305 | $305 | $305 | 1% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 170 CY | $80.00 | $85.00 | $95.00 | $100 | 1% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (54 CY | $215 | $260 | $260 | $260 | 1% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 80 CY | $130 | $95.00 | $120 | $115 | 1% |
| 304E20000 AGGREGATE BASE | 114 CY | $85.00 | $95.00 | $102 | $100 | 1% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $9,600 | $6,000 | $17,380 | $9,600 | 1% |
| 683 SY |
| $6.50 |
| $3.00 |
| $3.00 |
| $6.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 20 STA | $100 | $35.00 | $30.00 | $100 |
| 209E70000 BORROW | 50 CY | $11.00 | $75.00 | $35.00 | $50.00 |
| 209E72001 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 5.2 STA | $143 | $300 | $300 | $400 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,580 | $1,385 | $1,250 | $1,575 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,100 | $2,560 | $2,500 | $2,100 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $145 | $400 | $250 | $500 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,000 SY | $4.50 | $2.75 | $2.80 | $8.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $630 | $635 | $635 | $800 |
| 659E31000 LIME | 0.21 ACRE | $150 | $157 | $150 | $200 |
| 659E35000 WATER | 5.4 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 428 FT | $1.25 | $2.00 | $1.30 | $2.50 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE | 493 SY | $9.00 | $16.00 | $11.00 | $16.00 |
| 407E20000 NON-TRACKING TACK COAT | 168 GAL | $10.00 | $3.05 | $3.05 | $3.05 |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 59 SY | $57.00 | $107 | $107 | $107 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $16.50 | $35.00 | $20.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 41 EACH | $14.00 | $8.80 | $9.00 | $14.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 48 FT | $13.50 | $15.50 | $12.50 | $13.27 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $42.50 | $18.00 | $24.00 | $42.58 |
| 646E10010 EDGE LINE, 6" | 0.14 MILE | $14,270 | $14,265 | $14,265 | $14,265 |
| 646E10200 CENTER LINE | 0.07 MILE | $10,000 | $10,000 | $10,000 | $10,000 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 20 CY | $71.00 | $100 | $105 | $50.00 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $3,000 | $9,000 | $3,100 | $9,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $310 | $250 | $200 | $125 |
| 202E22900 APPROACH SLAB REMOVED | 133 SY | $37.50 | $50.00 | $27.75 | $40.00 |
| 202E38500 BRIDGE RAILING REMOVED | 173 FT | $6.00 | $5.00 | $10.00 | $10.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 132 EACH | $26.00 | $20.00 | $29.00 | $25.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 100 SY | $15.00 | $12.75 | $28.00 | $12.75 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 175 SF | $11.00 | $10.00 | $6.00 | $10.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 30 SF | $22.00 | $15.00 | $18.00 | $15.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 122 FT | $24.03 | $46.00 | $35.00 | $25.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 102 FT | $17.50 | $25.00 | $25.00 | $25.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 207 FT | $13.50 | $13.50 | $13.50 | $22.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 128 FT | $13.00 | $10.00 | $5.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 102 FT | $16.50 | $15.00 | $10.00 | $12.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 32 SF | $150 | $150 | $135 | $160 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,340 | $8,000 | $6,500 | $7,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,000 | $5,000 | $3,020 | $2,500 |
| 619E16000 FIELD OFFICE, TYPE A | 2 MNTH | $1,850 | $2,500 | $3,600 | $2,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 228 CY | $1,000 | $228k | 21% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 4,000 DLR | $40 | $160k | 15% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 63,856 LB | $1.35 | $86k | 8% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 203 SY | $270 | $55k | 5% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $51,000 | $51k | 5% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 182 FT | $270 | $49k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUBSTR | 73 CY | $530 | $39k | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUPERS | 179 CY | $215 | $38k | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,768.75 FT | $21 | $37k | 3% |