CUY-SR 176-13.34/VAR Deck
CUY County · est $6.0M
Bid dateThursday, November 14—
CUY County · est $6.0M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 153 more items below.
| Item | Quantity | R1Great Lakes Construction CO | % of bid |
|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 719 CY | $1,350 | 17% |
| 203E98500 ROADWAY, MISC.: CONTRACTOR ACCESS | 1 LS | $575,000 | 10% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | — | $86.00 | 8% |
| 844E10000 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION | 1,299 SF | $330 | 8% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 248,138 LB | $1.63 | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $375,000 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $373,000 | 7% |
| 511E42513 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP, AS PER PL | 41 CY | $7,000 | 5% |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 136 CY | $1,700 | 4% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 261 CY | $800 | 4% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $200,000 | 4% |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 624 CY | $308 | 3% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $185,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $185,000 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 2,032 SF | $75.00 | 3% |
| 516E44401 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 33 EACH | $3,400 | 2% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 2,392 SY | $40.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $90,000 | 2% |
| 619E16021 FIELD OFFICE, TYPE C, AS PER PLAN | 12 MNTH | $7,400 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $85,000 | 1% |
| Item | Quantity | R1Great Lakes Construction CO |
|---|---|---|
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 188 SY | $30.00 |
| 202E32000 CURB REMOVED | 80 FT | $3.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 12 FT | $28.00 |
| 202E38000 GUARDRAIL REMOVED | 178 FT | $2.00 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $130 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 1 EACH | $95.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $650 |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 31 FT | $65.00 |
| 203E10000 |
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 →
| 48 CY |
| $80.00 |
| 204E10000 SUBGRADE COMPACTION | 295 SY | $3.00 |
| 209E60200 LINEAR GRADING | 2 STA | $525 |
| 606E15050 GUARDRAIL, TYPE MGS | 25 FT | $68.40 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $2,260 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $1,420 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $1,266 |
| 659E98700 SEEDING, MISC.:SEEDING AND MULCHING | 1 LS | $2,000 |
| 832E30000 EROSION CONTROL | 54,566 EACH | $1.00 |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 41 FT | $42.00 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 45 FT | $40.00 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 20 FT | $40.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 30 FT | $55.00 |
| 611E05900 15" CONDUIT, TYPE B, 706.08 | 12 FT | $350 |
| 611E98150 CATCH BASIN, NO. 3 | 2 EACH | $5,300 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1-1/2" | 14,980 SY | $3.90 |
| 304E20000 AGGREGATE BASE | 48 CY | $125 |
| 407E20000 NON-TRACKING TACK COAT | 1,273 GAL | $4.15 |
| 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A | 44 FT | $500 |
| 452E14110 11" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 149 SY | $195 |
| 609E14000 CURB, TYPE 2-A | 80 FT | $20.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 2 EACH | $110 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 2 EACH | $110 |
| 625E10490 LIGHT POLE, CONVENTIONAL, A10B35 | 1 EACH | $3,300 |
| 625E10490 LIGHT POLE, CONVENTIONAL, Aat10b35 | 1 EACH | $4,150 |
| 625E10500 LIGHT POLE, MISC.: POLE IDENTIFIERS | 2 EACH | $65.00 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 4 EACH | $175 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 1 EACH | $2,350 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 2,042 FT | $4.50 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 220 FT | $2.00 |
| 625E24100 1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 2400 VOLT CAB | 210 FT | $10.00 |
| 625E25400 CONDUIT, 2", 725.04 | 913 FT | $32.00 |
| 625E25910 CONDUIT CLEANED AND CABLES REMOVED | 156 FT | $0.50 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 2 EACH | $500 |
| 625E27503 LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PL | 2 EACH | $775 |
| 625E29000 TRENCH | 190 FT | $14.00 |
| 625E29940 BARRIER JUNCTION BOX | 4 EACH | $2,300 |
| 625E32000 GROUND ROD | 1 EACH | $275 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $9,200 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 190 FT | $3.00 |
| 625E37000 SERVICE TO UNDERPASS LIGHTING | 1 LS | $3,250 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $1,850 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 2 EACH | $290 |
| 625E75400 LIGHT POLE REMOVED | 5 EACH | $325 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 1 EACH | $200 |
| 625E75506 LUMINAIRE REMOVED | 7 EACH | $50.00 |
| 621E00100 RPM | 114 EACH | $62.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 89 EACH | $13.89 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE WAY | 27 EACH | $12.00 |
| 630E74500 OVERHEAD SIGN SUPPORT, MISC.: TYPE TC-7.65, AS PER | 1 EACH | $56,300 |
| 630E79600 SIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 1 | 2 EACH | $1,340 |
| 630E79604 SIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2 | 2 EACH | $2,080 |
| 630E86320 REMOVAL OF STRUCTURE MOUNTED SIGN AND REERECTION | 8 EACH | $240 |
| 630E87100 REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION | 4 EACH | $2,155 |
| 630E89702 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL | 1 EACH | $5,750 |
| 630E97700 SIGNING, MISC.: REMOVAL OF SIGN SUPPORT ASSEMBLY, | 4 EACH | $285 |
| 646E10010 EDGE LINE, 6" | 2 MILE | $5,580 |
| 646E10110 LANE LINE, 6" | 0.52 MILE | $11,975 |
| 646E10310 CHANNELIZING LINE, 12" | 2,718 FT | $2.50 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 60 FT | $15.80 |
| 646E10620 CHEVRON MARKING | 277 FT | $15.80 |
| 646E20300 LANE ARROW | 2 EACH | $400 |
| 646E20301 LANE ARROW, AS PER PLAN | 2 EACH | $450 |
| 646E20320 WRONG WAY ARROW | 1 EACH | $375 |
| 646E20510 DOTTED LINE, 12" | 1,875 FT | $2.20 |
| 625E25402 CONDUIT, 2", 725.05 | 808 FT | $19.00 |
| 625E29000 TRENCH | 380 FT | $14.00 |
| 625E29940 BARRIER JUNCTION BOX | 6 EACH | $2,300 |
| 625E30700 PULL BOX, 725.08, 18" | 3 EACH | $1,100 |
| 625E32000 GROUND ROD | 5 EACH | $275 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 380 FT | $3.00 |
| 632E64020 PEDESTAL FOUNDATION | 1 EACH | $1,700 |
| 632E64950 TEST HOLE PERFORMED | 1 EACH | $160 |
| 632E68300 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG | 567 FT | $9.00 |
| 632E69320 POWER CABLE, 3 CONDUCTOR, NO. 2 AWG | 241 FT | $12.00 |
| 632E90010 PEDESTAL, MISC.: 12' | 4 EACH | $1,700 |
| 809E69130 WRONG WAY DETECTION SYSTEM | 1 EACH | $39,655 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 650 HOUR | $122 |
| 614E11630 INCREASED BARRIER DELINEATION | 2,640 FT | $2.08 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,148 |
| 614E12420 DETOUR SIGNING | 1 LS | $22,337 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 7 EACH | $250 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 298 EACH | $42.35 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 111 EACH | $12.24 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, ONE WAY | 12 EACH | $12.38 |
| 614E13350 OBJECT MARKER, ONE WAY | 123 EACH | $20.22 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 16 SNMT | $1,060 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 0.22 MILE | $1,370 |
| 614E20356 WORK ZONE LANE LINE, CLASS I, 6", 873 | 0.21 MILE | $5,229 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 0.75 MILE | $1,455 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 1.75 MILE | $5,330 |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 0.73 MILE | $10,162 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.95 MILE | $2,515 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 4,043 FT | $2.55 |
| 614E23130 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 873 | 1,536 FT | $3.26 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 2,490 FT | $1.50 |
| 614E24102 WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 468 FT | $2.25 |
| 614E24122 WORK ZONE DOTTED LINE, CLASS I, 6", 873 | 203 FT | $0.87 |
| 614E24618 WORK ZONE DOTTED LINE, CLASS III, 12", 642 PAINT | 1,445 FT | $1.25 |
| 614E25210 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS II, 642 | 30 FT | $4.75 |
| 614E28200 WORK ZONE GORE MARKING, CLASS II, 642 PAINT | 246 FT | $4.50 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,640 FT | $18.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 14 SNMT | $678 |
| 896E00012 PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS II | 4 SNMT | $1,335 |
| 896E00021 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 2 SNMT | $2,349 |
| 202E22900 APPROACH SLAB REMOVED | 115 SY | $57.00 |
| 202E23500 WEARING COURSE REMOVED | 115 SY | $10.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $500 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 15,358 LB | $1.64 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 26,083 FT | $1.75 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 512 EACH | $35.00 |
| 511E45712 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT | 28 CY | $2,400 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 9 FT | $450 |
| 512E33000 TYPE 2 WATERPROOFING | 20 SY | $40.00 |
| 512E71500 SPECIAL - URETHANE TOP COAT SEALER | 576 SY | $25.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 4 SY | $150 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 321 LB | $12.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 12,390 EACH | $5.50 |
| 513E90000 STRUCTURAL STEEL, MISC.: LATERAL RESTRAINT BLOCKS | 538 LB | $18.00 |
| 513E95030 STRUCTURAL STEEL, MISC.: CABLE RESTRAINERS | 8 EACH | $3,300 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 2,032 SF | $20.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 2,373 SF | $17.13 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 2,373 SF | $8.57 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 43 FT | $900 |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 60 FT | $1,200 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 38 SF | $32.00 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $3,800 |
| 518E12200 SCUPPERS, INCLUDING SUPPORTS | 6 EACH | $2,500 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 36 CY | $150 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 81 FT | $25.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $65.00 |
| 518E51300 DOWNSPOUT MODIFICATION, 10" | 3 EACH | $12,000 |
| 518E62200 STRUCTURE DRAINAGE, MISC.: PLUGGING EXISTING WEEPH | 3 EACH | $330 |
| 518E62200 STRUCTURE DRAINAGE, MISC.: REMOVE AND REMOUNT EXIS | 3 EACH | $15,000 |
| 518E63300 STRUCTURE DRAINAGE, MISC.: CLEANING EXISTING DOWNS | 1 LS | $3,500 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | — | $95.00 |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 124 SY | $470 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 27 SY | $200 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 450 SF | $75.00 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 90 SF | $230 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 1,350 SF | $46.00 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 135 SF | $170 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $5,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $65,000 |
| 690E98400 SPECIAL - PRE-CONSTRUCTION VIDEOGRAPHY | 1 LS | $3,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 719 CY | $1,350 | $971k | 13% |
| 203E98500 ROADWAY, MISC.: CONTRACTOR ACCESS | 1 LS | $575,000 | $575k | 8% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | — | $86 | $452k | 6% |
| 844E10000 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION | 1,299 SF | $330 | $429k | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 248,138 LB | $1.63 | $404k | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $375,000 | $375k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $373,000 | $373k | 5% |
| 511E42513 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP, AS PER PL | 41 CY | $7,000 | $287k | 4% |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 136 CY | $1,700 | $231k | 3% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 261 CY | $800 | $209k | 3% |