GUE-SR 658-10.14/10.98
GUE County · est $2.0M
Bid dateThursday, April 10—
GUE 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 · 75 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Shelly & Sands INC | R3Michels Corporation | % of bid |
|---|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 191 CY | $900 | $1,300 | $2,400 | 11% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 8,368 SF | $18.65 | $21.00 | $22.00 | 10% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 68,529 LB | $2.00 | $2.10 | $2.50 | 9% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 1 LS | $125,000 | $112,000 | $234,000 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $113,500 | $121,000 | $95,000 | 7% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 1,500 DLR | $75.00 | $75.00 | $5.00 | 7% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING |
| Item | Quantity | R1Complete General Construction Company | R2Shelly & Sands INC | R3Michels Corporation |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $50,000 | $2,000 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $1,500 | $900 | $8,300 |
| 202E23000 PAVEMENT REMOVED | 456 SY | $30.00 | $15.00 | $21.00 |
| 202E23500 WEARING COURSE REMOVED | 112 SY | $40.00 | $8.00 | $34.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 60 FT | $125 | $80.00 | $150 |
| 202E38000 GUARDRAIL REMOVED |
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 LS |
| $95,000 |
| $75,000 |
| $16,500 |
| 6% |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 3,731 LB | $24.00 | $24.00 | $30.00 | 6% |
| 611E26001 72" CONDUIT, TYPE A, AS PER PLAN, 706.02 (INSTALLA | 80 FT | $950 | $2,500 | $220 | 5% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 21 CY | $3,515 | $1,500 | $1,190 | 5% |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: BOX SEAL | 66 FT | $1,100 | $1,250 | $2,000 | 5% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 180 SY | $400 | $600 | $680 | 5% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 25 CY | $2,500 | $2,000 | $1,800 | 4% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 63 CY | $700 | $650 | $1,100 | 3% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $40,000 | $40,000 | $75,000 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $35,000 | $50,000 | $7,500 | 2% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 1,500 DLR | $21.00 | $21.00 | $3.00 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 99 CY | $310 | $375 | $192 | 2% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 8,741 SF | $3.50 | $4.00 | $7.00 | 2% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 8,741 SF | $3.50 | $4.00 | $7.00 | 2% |
| 568 FT |
| $7.50 |
| $2.40 |
| $31.00 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 50 FT | $10.00 | $3.00 | $24.00 |
| 202E98200 REMOVAL MISC.: STONE WALL REMOVED | 31 FT | $400 | $80.00 | $180 |
| 203E10000 EXCAVATION | 102 CY | $50.00 | $50.00 | $74.00 |
| 203E20000 EMBANKMENT | 622 CY | $25.00 | $40.00 | $144 |
| 204E10000 SUBGRADE COMPACTION | 895 SY | $9.00 | $10.00 | $9.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 7 STA | $50.00 | $55.00 | $1,150 |
| 606E15050 GUARDRAIL, TYPE MGS | 465.5 FT | $21.74 | $22.00 | $31.00 |
| 606E16050 GUARDRAIL REBUILT, TYPE MGS | 50 FT | $16.86 | $18.00 | $22.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 5 EACH | $2,260 | $2,680 | $3,200 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,010 | $1,360 | $1,400 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,030 | $2,600 | $2,875 |
| 609E24510 CURB, TYPE 4-C | 28 FT | $150 | $129 | $416 |
| 653E10000 TOPSOIL FURNISHED AND PLACED | 36 CY | $35.00 | $110 | $163 |
| 601E11000 RIPRAP, TYPE D | 9 SY | $300 | $500 | $490 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 7 SY | $200 | $200 | $835 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 15 CY | $200 | $230 | $320 |
| 601E32201 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER, AS PE | 247 CY | $95.00 | $50.00 | $190 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $500 | $600 | $1,900 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 2,899 SY | $1.32 | $1.32 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.39 TON | $1,250 | $1,250 | $1,500 |
| 659E31000 LIME | 0.6 ACRE | $150 | $160 | $2,000 |
| 659E35000 WATER | 9.7 MGAL | $1.00 | $1.00 | $156 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 1,031 SY | $18.00 | $12.00 | $7.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 601 FT | $4.00 | $3.00 | $6.00 |
| 304E20000 AGGREGATE BASE | 140 CY | $125 | $165 | $192 |
| 407E20000 NON-TRACKING TACK COAT | 213 GAL | $4.00 | $3.50 | $4.50 |
| 408E10000 PRIME COAT | 10 GAL | $139 | $4.00 | $6.00 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 68 CY | $379 | $400 | $400 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (81 CY | $314 | $375 | $450 |
| 617E10100 COMPACTED AGGREGATE | 6 CY | $150 | $366 | $650 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 38 EACH | $20.00 | $12.00 | $50.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 5 EACH | $10.00 | $12.00 | $14.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 17 EACH | $11.00 | $14.00 | $15.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 48 FT | $18.00 | $18.00 | $25.00 |
| 630E80100 SIGN, FLAT SHEET | 14 SF | $30.00 | $24.00 | $40.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $50.00 | $75.00 | $70.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.27 MILE | $3,000 | $2,750 | $3,600 |
| 642E00300 CENTER LINE, TYPE 1 | 0.13 MILE | $3,000 | $5,250 | $6,800 |
| 642E00500 STOP LINE, TYPE 1 | 15 FT | $10.00 | $14.00 | $10.00 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 10 CY | $200 | $125 | $700 |
| 614E12420 DETOUR SIGNING | 1 LS | $9,000 | $4,250 | $5,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $600 | $560 | $450 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,200 | $750 | $950 |
| 616E10000 WATER | 2 MGAL | $75.00 | $100 | $700 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $75,000 | $3,500 |
| 202E22900 APPROACH SLAB REMOVED | 111 SY | $80.00 | $22.00 | $150 |
| 202E38500 BRIDGE RAILING REMOVED | 394 FT | $10.00 | $8.00 | $15.00 |
| 202E98100 REMOVAL MISC.: BEARINGS | 9 EACH | $250 | $250 | $1,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 5,740 FT | $1.50 | $2.00 | $2.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 164 EACH | $50.00 | $40.00 | $41.00 |
| 511E40510 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 2 CY | $15,000 | $9,000 | $10,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 471 SY | $13.50 | $13.50 | $21.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 2,316 EACH | $4.75 | $8.00 | $15.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 8,524 SF | $3.05 | $3.50 | $8.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 13 MNHR | $40.00 | $50.00 | $200 |
| 514E10000 FINAL INSPECTION REPAIR | 7 EACH | $800 | $900 | $200 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 13 SF | $60.00 | $160 | $58.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 63 FT | $32.00 | $35.00 | $13.00 |
| 516E46900 BEARING DEVICE, MISC.: SLIDING PLATE (ABUTMENT) | 8 EACH | $3,000 | $3,000 | $4,000 |
| 516E46900 BEARING DEVICE, MISC.: SLIDING PLATE (PIER) | 1 EACH | $4,000 | $3,400 | $4,000 |
| 518E12000 SCUPPERS, INCLUDING SUPPORTS | 6 EACH | $2,100 | $2,750 | $1,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 45 CY | $195 | $150 | $400 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 81 FT | $15.00 | $8.00 | $120 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 56 FT | $20.00 | $13.00 | $160 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 47 SF | $175 | $180 | $900 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,000 | $15,000 | $14,500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $12,500 | $17,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $20,000 | $25,000 | $75,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 191 CY | $900 | $172k | 8% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 8,368 SF | $18.65 | $156k | 7% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 68,529 LB | $2 | $137k | 6% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 1 LS | $125,000 | $125k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $113,500 | $114k | 5% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 1,500 DLR | $75 | $113k | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $95,000 | $95k | 4% |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 3,731 LB | $24 | $90k | 4% |
| 611E26001 72" CONDUIT, TYPE A, AS PER PLAN, 706.02 (INSTALLA | 80 FT | $950 | $76k | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 21 CY | $3,515 | $74k | 3% |