CUY-IR 480-22.41 Deck
CUY County · est $8.9M
Bid dateThursday, July 14—
CUY County · est $8.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 131 more items below.
| Item | Quantity | R1J D Williamson Construction CO INC | R2Ruhlin Company | R3Kenmore Construction CO INC | R4Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|---|
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 4,719 CY | $300 | $285 | $275 | $285 | 20% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 1,135 CY | $625 | $825 | $975 | $1,100 | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $700,000 | $550,000 | $500,000 | $620,000 | 10% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 322,776 LB | $1.80 | $2.20 | $1.92 | $2.00 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $500,000 | $757,000 | $750,000 | $983,000 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400,000 |
| Item | Quantity | R1J D Williamson Construction CO INC | R2Ruhlin Company | R3Kenmore Construction CO INC | R4Great Lakes Construction CO |
|---|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $5,000 | $30,000 | $5,000 | $7,500 |
| 202E23000 PAVEMENT REMOVED | 1,928 SY | $16.00 | $25.00 | $35.00 | $25.00 |
| 202E30000 WALK REMOVED | 1,533 SF | $1.50 | $2.00 | $3.00 | $5.00 |
| 202E30701 CONCRETE BARRIER REMOVED, AS PER PLAN | 2,100 FT | $26.00 | $35.00 | $25.00 | $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 →
| $400,000 |
| $400,000 |
| 6% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 818 SY | $375 | $350 | $425 | $435 | 4% |
| 622E10101 CONCRETE BARRIER, SINGLE SLOPE, TYPE B1, AS PER PL | 1,703 FT | $180 | $75.00 | $145 | $200 | 4% |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN | 16,720 FT | $18.00 | $10.00 | $15.00 | $22.00 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 111,330 SY | $2.50 | $2.40 | $3.00 | $2.40 | 4% |
| 618E40601 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 4.5 MILE | $45,000 | $40,000 | $28,598 | $29,600 | 3% |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 1,000 SY | $200 | $305 | $350 | $400 | 3% |
| 839E29000 TRENCH DRAIN, TYPE A WITH STANDARD GRATE | 1,635 FT | $115 | $175 | $125 | $135 | 3% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 6,680 SF | $27.00 | $27.25 | $42.00 | $27.26 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 13,529 FT | $12.50 | $8.50 | $13.00 | $15.00 | 2% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 2,000 HOUR | $71.00 | $90.00 | $95.00 | $75.00 | 2% |
| 611E05900 15" CONDUIT, TYPE B | 923 FT | $150 | $125 | $120 | $135 | 2% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 629 CY | $215 | $205 | $210 | $256 | 2% |
| 625E25600 CONDUIT, 4", 725.04 | 1,820 FT | $68.00 | $54.00 | $45.00 | $12.31 | 2% |
| 601E21000 CONCRETE SLOPE PROTECTION | 1,007 SY | $120 | $100 | $125 | $105 | 2% |
| 202E32000 CURB REMOVED |
| 20 FT |
| $7.50 |
| $15.00 |
| $5.00 |
| $20.00 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $2.40 | $2.20 | $2.20 | $2.20 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $70.00 | $65.00 | $65.00 | $65.00 |
| 202E58200 INLET REMOVED | 2 EACH | $750 | $250 | $450 | $1,750 |
| 202E75000 FENCE REMOVED | 350 FT | $2.15 | $2.00 | $3.00 | $2.00 |
| 203E10000 EXCAVATION | 70 CY | $25.00 | $55.00 | $25.00 | $105 |
| 203E20000 EMBANKMENT | 10 CY | $25.00 | $70.00 | $20.00 | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 2,755 SY | $3.75 | $5.00 | $2.00 | $5.00 |
| 204E45000 PROOF ROLLING | 4 HOUR | $300 | $750 | $135 | $355 |
| 606E15050 GUARDRAIL, TYPE MGS | 300 FT | $35.20 | $32.40 | $32.40 | $32.40 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $3,600 | $3,320 | $3,320 | $3,320 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $700 | $640 | $640 | $640 |
| 607E15000 FENCE, TYPE 47 | 350 FT | $20.00 | $17.60 | $17.60 | $17.60 |
| 608E10000 4" CONCRETE WALK | 1,533 SF | $8.50 | $7.50 | $15.00 | $10.00 |
| 622E10200 BARRIER TRANSITION | 6 EACH | $6,500 | $4,500 | $11,000 | $7,000 |
| 622E25006 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 11 EACH | $9,000 | $3,750 | $3,800 | $4,500 |
| 622E25007 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $9,000 | $2,200 | $4,500 | $2,500 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $300 | $200 | $297 | $400 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $200 | $200 | $50.00 |
| 659E00300 TOPSOIL | 21 CY | $30.00 | $50.00 | $40.00 | $50.00 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 191 SY | $15.00 | $14.50 | $14.50 | $14.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 10 SY | $3.00 | $2.70 | $2.70 | $2.70 |
| 659E15000 INTER-SEEDING | 10 SY | $0.20 | $0.20 | $0.20 | $0.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $1,650 | $1,350 | $1,350 | $1,350 |
| 659E31000 LIME | 0.04 ACRE | $125 | $100 | $1.00 | $1,000 |
| 659E35000 WATER | 2 MGAL | $2.00 | $1.00 | $10.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 1,137 FT | $16.75 | $20.00 | $18.00 | $30.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 34 FT | $22.00 | $45.00 | $15.00 | $50.00 |
| 611E98371 CATCH BASIN, NO. 6, AS PER PLAN | 9 EACH | $3,000 | $3,500 | $3,600 | $3,450 |
| 611E99100 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1 | 2 EACH | $8,000 | $8,500 | $40,000 | $20,000 |
| 611E99155 INLET RECONSTRUCTED TO GRADE, AS PER PLAN | 4 EACH | $5,700 | $5,000 | $2,400 | $7,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $310 | $275 | $550 | $400 |
| 304E20000 AGGREGATE BASE | 459 CY | $90.00 | $90.00 | $55.00 | $80.00 |
| 407E20000 NON-TRACKING TACK COAT | 9,781 GAL | $2.60 | $2.50 | $5.00 | $2.50 |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (11 CY | $1,150 | $1,100 | $1,000 | $650 |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 94 CY | $450 | $430 | $255 | $460 |
| 609E24510 CURB, TYPE 4-C | 36 FT | $30.00 | $65.00 | $40.00 | $100 |
| 609E26000 CURB, TYPE 6 | 321 FT | $30.00 | $30.00 | $12.00 | $50.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 5 MILE | $1,400 | $1,300 | $1,300 | $2,600 |
| 625E00450 CONNECTION, FUSED PULL APART | 11 EACH | $100 | $155 | $198 | $100 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 11 EACH | $100 | $155 | $193 | $100 |
| 625E14307 MEDIAN LIGHT POLE FOUNDATION, 10' DEEP, AS PER PLA | 9 EACH | $4,750 | $9,575 | $8,000 | $8,422 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 4,390 FT | $3.65 | $3.60 | $4.32 | $3.50 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 1,998 FT | $2.00 | $2.10 | $1.88 | $2.00 |
| 625E25910 CONDUIT CLEANED AND CABLES REMOVED | 335 FT | $1.00 | $1.00 | $2.45 | $1.00 |
| 625E27520 REMOVAL OF LUMINAIRE AND REERECTION | 9 EACH | $325 | $325 | $432 | $310 |
| 625E29930 MEDIAN JUNCTION BOX | 1 EACH | $2,500 | $5,500 | $3,000 | $2,400 |
| 625E32000 GROUND ROD | 9 EACH | $300 | $450 | $435 | $275 |
| 625E35010 REMOVE AND REERECT EXISTING LIGHT POLE | 9 EACH | $1,900 | $950 | $1,563 | $1,800 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $30,500 | $13,100 | $49,533 | $29,000 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 2 EACH | $550 | $350 | $850 | $250 |
| 625E98200 LIGHTING, MISC.: REMOVE AND REERECT EXISTING UNDER | 1 LS | $30,000 | $7,500 | $25,284 | $28,734 |
| 625E25400 CONDUIT, 2", 725.04 | 50 FT | $33.50 | $39.00 | $32.00 | $32.00 |
| 621E00100 RPM | 404 EACH | $75.00 | $42.00 | $75.10 | $38.75 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 404 EACH | $20.00 | $7.00 | $10.00 | $7.00 |
| 630E79610 SIGN SUPPORT ASSEMBLY, BARRIER MOUNTED | 3 EACH | $1,600 | $1,340 | $1,340 | $348 |
| 630E81000 MAINLINE REFERENCE MARKER | 6 EACH | $450 | $380 | $380 | $66.95 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $12.00 | $10.00 | $10.00 | $21.95 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $18.00 | $15.00 | $15.00 | $29.65 |
| 646E10010 EDGE LINE, 6" | 5.28 MILE | $3,100 | $3,000 | $3,000 | $3,000 |
| 646E10110 LANE LINE, 6" | 7.92 MILE | $2,350 | $2,250 | $2,250 | $2,250 |
| 646E10310 CHANNELIZING LINE, 12" | 3,852 FT | $2.60 | $2.50 | $2.50 | $2.50 |
| 646E20504 DOTTED LINE, 6" | 2,930 FT | $3.10 | $3.00 | $3.00 | $3.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 8,000 FT | $3.65 | $3.50 | $1.50 | $0.24 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,250 | $2,080 | $2,080 | $2,035 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,350 | $2,160 | $21,060 | $2,115 |
| 614E12420 DETOUR SIGNING | 1 LS | $12,500 | $12,320 | $12,320 | $15,124 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 4 EACH | $200 | $195 | $195 | $315 |
| 614E12500 REPLACEMENT SIGN | 20 EACH | $165 | $160 | $160 | $263 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 2 EACH | $35,000 | $50,000 | $41,730 | $33,500 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 210 EACH | $6.50 | $6.00 | $6.00 | $5.00 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 7,637 EACH | $15.00 | $10.00 | $12.78 | $7.15 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 550 CY | $200 | $250 | $250 | $290 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 1,156 EACH | $19.00 | $18.00 | $18.00 | $5.98 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 80 EACH | $18.00 | $17.00 | $17.00 | $20.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 1,236 EACH | $19.00 | $18.00 | $18.00 | $15.35 |
| 614E18000 MAINTAINING TRAFFIC, MISC.:WORK ZONE ONE-LANE CLOS | 12 EACH | $3,750 | $1,100 | $3,600 | $2,000 |
| 614E18000 MAINTAINING TRAFFIC, MISC.:WORK ZONE TWO-LANE CLOS | 12 EACH | $4,000 | $1,900 | $3,800 | $2,500 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 29.32 MILE | $1,700 | $1,610 | $2,559 | $1,610 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 29.86 MILE | $2,550 | $2,435 | $3,148 | $2,435 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 208 FT | $1.25 | $0.95 | $2.45 | $0.95 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 80,658 FT | $1.00 | $1.00 | $2.05 | $1.00 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 14,874 FT | $1.00 | $0.90 | $1.25 | $0.90 |
| 614E28200 WORK ZONE GORE MARKING, CLASS II, 642 PAINT | 700 FT | $1.50 | $1.50 | $6.00 | $1.50 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 3 EACH | $100 | $100 | $85.00 | $100 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $30,000 | $175,000 | $70,000 | $40,000 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,100 SY | $80.00 | $100 | $70.00 | $100 |
| 616E10000 WATER | 5 MGAL | $5.00 | $100 | $10.00 | $50.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 600 FT | $16.50 | $20.00 | $40.00 | $30.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 108 SNMT | $520 | $625 | $650 | $525 |
| 847E30200 FULL DEPTH REPAIR | 20 CY | $2,000 | $3,250 | $1,300 | $1,200 |
| 202E22900 APPROACH SLAB REMOVED | 533 SY | $35.00 | $40.00 | $32.00 | $85.00 |
| 202E23500 WEARING COURSE REMOVED | 3,854 SY | $13.00 | $6.00 | $3.00 | $5.00 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 1,007 SY | $12.00 | $15.00 | $10.00 | $22.50 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $35,000 | $75,000 | $200,000 | $150,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 495 CY | $120 | $125 | $75.00 | $150 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 8,392 FT | $2.50 | $2.15 | $2.15 | $2.50 |
| 509E30040 NO. 6 GFRP DEFORMED BARS | 7,340 FT | $3.10 | $2.17 | $2.17 | $3.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 424 EACH | $21.00 | $25.00 | $40.00 | $40.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 8 EACH | $3,000 | $3,500 | $2,700 | $6,000 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 163 CY | $740 | $600 | $550 | $750 |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 33 CY | $1,600 | $1,500 | $1,300 | $3,300 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,383 SY | $22.00 | $29.50 | $32.00 | $29.50 |
| 512E33000 TYPE 2 WATERPROOFING | 6 SY | $25.00 | $40.00 | $85.00 | $45.00 |
| 512E71500 SPECIAL - URETHANE TOP COAT SEALER | 646 SY | $16.00 | $24.50 | $21.00 | $24.50 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 10,476 EACH | $5.90 | $5.50 | $5.65 | $6.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 1,231 SF | $95.00 | $45.00 | $45.00 | $45.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 1,231 SF | $65.00 | $15.00 | $15.00 | $15.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 174 SF | $7.00 | $8.50 | $7.00 | $18.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 78 SF | $8.00 | $11.50 | $14.00 | $20.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 385 FT | $40.00 | $32.00 | $30.00 | $60.00 |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.:COMPRESSED | 42 FT | $75.00 | $75.00 | $35.00 | $170 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 36 EACH | $1,425 | $2,400 | $1,687 | $1,500 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 36 EACH | $2,150 | $1,650 | $1,130 | $2,250 |
| 516E47000 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE | 1 LS | $100,000 | $48,000 | $82,500 | $125,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 101 CY | $100 | $150 | $250 | $145 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 292 FT | $20.00 | $30.00 | $30.00 | $17.50 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 332 FT | $20.00 | $30.00 | $35.00 | $30.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 93 SF | $130 | $115 | $125 | $115 |
| 526E90010 TYPE A INSTALLATION | 298 FT | $100 | $150 | $155 | $215 |
| 203E20000 EMBANKMENT | 190 CY | $20.00 | $45.00 | $40.00 | $60.00 |
| 625E25400 CONDUIT, 2", 725.04 | 430 FT | $35.00 | $35.00 | $25.00 | $33.50 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 124 CF | $425 | $405 | $403 | $400 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $100,000 | $75,000 | $150,000 | $125,000 |
| 619E16020 FIELD OFFICE, TYPE C | 18 MNTH | $2,200 | $3,000 | $3,000 | $3,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $75,000 | $78,000 | $20,600 | $50,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 4,719 CY | $300 | $1.42M | 14% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 1,135 CY | $625 | $709k | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $700,000 | $700k | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 322,776 LB | $1.8 | $581k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $500,000 | $500k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 4% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 818 SY | $375 | $307k | 3% |
| 622E10101 CONCRETE BARRIER, SINGLE SLOPE, TYPE B1, AS PER PL | 1,703 FT | $180 | $307k | 3% |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN | 16,720 FT | $18 | $301k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 111,330 SY | $2.5 | $278k | 3% |