CUY-SR 237-06.95 Super
CUY County · est $5.4M
Bid dateThursday, December 19—
CUY County · est $5.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 118 more items below.
| Item | Quantity | R1Ruhlin Company | R2Great Lakes Construction CO | % of bid |
|---|---|---|---|---|
| 513E10220 STRUCTURAL STEEL MEMBERS, LEVEL 1 | 304,579 LB | $2.87 | $3.05 | 19% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $517,220 | $652,000 | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $378,500 | $525,000 | 8% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 200 CY | $1,575 | $1,700 | 7% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 145 CY | $2,115 | $1,175 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $300,000 | $363,000 | 6% |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN | 19,699 FT | $15.00 | $22.00 | 6% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 480 SY | $405 | $440 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 74,641 LB | $2.25 | $2.10 | 4% |
| 611E97400 CONDUIT, MISC.: 12" SLOTTED DRAIN, TYPE (1 OR 2) | 584 FT | $260 | $155 | 3% |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 8.58 MILE | $16,495 | $3,430 | 3% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $135,000 | $40,000 | 3% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 441 CY | $302 | $302 | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $122,315 | $230,000 | 3% |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 4 EACH | $28,115 | $14,000 | 2% |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 4,016 EACH | $28.00 | $30.00 | 2% |
| 511E44111 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 63 CY | $1,710 | $1,800 | 2% |
| 622E10101 CONCRETE BARRIER, SINGLE SLOPE, TYPE B1, AS PER PL | 436 FT | $235 | $300 | 2% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 3,827 SY | $26.00 | $26.00 | 2% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 15,320 SF | $6.00 | $6.00 | 2% |
| Item | Quantity | R1Ruhlin Company | R2Great Lakes Construction CO |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 1,141 SY | $40.00 | $38.00 |
| 202E30701 CONCRETE BARRIER REMOVED, AS PER PLAN | 845 FT | $50.00 | $55.00 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 261 SY | $35.00 | $30.00 |
| 304E20000 AGGREGATE BASE | 5 CY | $195 | $348 |
| 601E21000 CONCRETE SLOPE PROTECTION | 261 SY | $70.00 | $112 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $2,970 | $2,970 |
| 622E10161 CONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLA | 265 FT |
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 →
| $215 |
| $242 |
| 622E10201 BARRIER TRANSITION, AS PER PLAN | 2 EACH | $10,500 | $8,800 |
| 622E10201 BARRIER TRANSITION, AS PER PLAN, SW WALL | 1 EACH | $2,995 | $6,500 |
| 622E25006 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 4 EACH | $5,315 | $5,700 |
| 622E25051 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $4,650 | $4,800 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 20 EACH | $23.50 | $23.50 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE WAY | 6 EACH | $23.50 | $23.50 |
| 203E10000 EXCAVATION | 304 CY | $60.00 | $65.00 |
| 204E10000 SUBGRADE COMPACTION | 2,221 SY | $7.00 | $3.00 |
| 202E58200 INLET REMOVED | 1 EACH | $3,250 | $1,250 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 30 FT | $55.00 | $40.00 |
| 611E01500 6" CONDUIT, TYPE F | 20 FT | $55.00 | $45.00 |
| 611E05700 15" CONDUIT, TYPE A | 16 FT | $290 | $235 |
| 611E05900 15" CONDUIT, TYPE B | 16 FT | $260 | $475 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 2 EACH | $925 | $900 |
| 611E99100 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1 | 1 EACH | $21,500 | $18,000 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 2,000 LB | $3.00 | $2.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 890 SY | $10.30 | $17.00 |
| 304E20000 AGGREGATE BASE | 368 CY | $145 | $110 |
| 407E20000 NON-TRACKING TACK COAT | 1,253 GAL | $4.00 | $4.00 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 106 CY | $497 | $497 |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 106 CY | $480 | $480 |
| 625E00450 CONNECTION, FUSED PULL APART | 6 EACH | $305 | $110 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 6 EACH | $295 | $115 |
| 625E00470 CONNECTION, UNFUSED BOLTED | 8 EACH | $265 | $110 |
| 625E14307 MEDIAN LIGHT POLE FOUNDATION, 10' DEEP, AS PER PLA | 3 EACH | $6,150 | $9,800 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 3,804 FT | $1.25 | $4.20 |
| 625E25600 CONDUIT, 4", 725.04 | 655 FT | $59.00 | $73.25 |
| 625E25910 CONDUIT CLEANED AND CABLES REMOVED | 467 FT | $1.00 | $1.00 |
| 625E27502 LUMINAIRE, UNDERPASS, SOLID STATE (LED), COOPER LI | 4 EACH | $1,385 | $720 |
| 625E29910 TRANSITION JUNCTION BOX | 2 EACH | $3,100 | $2,450 |
| 625E29930 MEDIAN JUNCTION BOX | 3 EACH | $3,200 | $2,400 |
| 625E32000 GROUND ROD | 3 EACH | $378 | $295 |
| 625E35010 REMOVE AND REERECT EXISTING LIGHT POLE | 3 EACH | $860 | $955 |
| 625E37000 SERVICE TO UNDERPASS LIGHTING | 1 LS | $11,000 | $7,800 |
| 625E39520 PULL BOX CLEANED | 1 EACH | $385 | $250 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $5,280 | $36,500 |
| 625E75801 DISCONNECT CIRCUIT, AS PER PLAN | 2 EACH | $196 | $300 |
| 621E00100 RPM | 8 EACH | $630 | $605 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $10.50 | $30.00 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 2.18 MILE | $4,250 | $9,405 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 2.39 MILE | $2,750 | $2,940 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 195 FT | $2.75 | $2.50 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 591 FT | $2.50 | $2.25 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,500 | $2,200 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.50 | $1.75 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1.5" DEPTH) | 2,131 SY | $10.30 | $10.10 |
| 407E20000 NON-TRACKING TACK COAT | 192 GAL | $4.00 | $4.00 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 89 CY | $593 | $593 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $95.00 | $100 |
| 614E11630 INCREASED BARRIER DELINEATION | 9,441 FT | $3.25 | $2.19 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,220 | $2,135 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 7 EACH | $250 | $212 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 936 EACH | $10.00 | $6.89 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 183 EACH | $10.00 | $13.09 |
| 614E13360 OBJECT MARKER, TWO WAY | 183 EACH | $15.00 | $22.24 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 32 SNMT | $1,582 | $1,015 |
| 614E23130 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 873 | 6,520 FT | $6.30 | $1.75 |
| 614E24122 WORK ZONE DOTTED LINE, CLASS I, 6", 873 | 2,894 FT | $1.80 | $1.50 |
| 614E28000 WORK ZONE GORE MARKING, CLASS II | 218 FT | $18.80 | $3.90 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,600 SY | $55.00 | $77.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 1.46 MILE | $4,700 | $4,700 |
| 625E31600 PULL BOX, MISC.: ADJUST TO GRADE | 1 EACH | $715 | $275 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 488 SF | $34.50 | $36.48 |
| 630E80300 SIGN, TEMPORARY OVERLAY | 32 SF | $31.00 | $16.25 |
| 630E83000 COVERING OF SIGN | 154 SF | $18.00 | $16.25 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 6 EACH | $485 | $540 |
| 630E89894 REMOVAL OF TEMPORARY OVERLAY SIGN AND DISPOSAL | 4 EACH | $420 | $290 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,330 | $3,268 |
| 646E10000 EDGE LINE, 4", (74006) | 2 MILE | $4,335 | $10,562 |
| 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $71,230 | $232,000 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 126 EACH | $73.25 | $78.15 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 0.1 MILE | $1,705 | $2,495 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.78 MILE | $6,815 | $8,015 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 36,257 LB | $2.00 | $1.65 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 313 FT | $2.50 | $2.10 |
| 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 252 FT | $134 | $130 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 284 SF | $14.00 | $20.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 174 SF | $129 | $160 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 24 EACH | $23.50 | $23.50 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 149 SF | $129 | $125 |
| 202E22900 APPROACH SLAB REMOVED | 462 SY | $60.00 | $60.00 |
| 202E23500 WEARING COURSE REMOVED | 748 SY | $14.00 | $17.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $49,400 | $74,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $89,350 | $65,000 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 2,508 LB | $3.25 | $2.50 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 4,081 FT | $4.50 | $2.10 |
| 509E30030 NO. 5 DEFORMED GFRP REINFORCEMENT | 1,120 FT | $4.45 | $3.30 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 492 EACH | $34.00 | $25.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 4 EACH | $4,375 | $6,500 |
| 511E34412 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 67 CY | $1,005 | $740 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 88 CY | $1,005 | $1,150 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 856 SY | $26.00 | $26.00 |
| 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 41 FT | $134 | $130 |
| 512E33000 TYPE 2 WATERPROOFING | 68 SY | $75.00 | $30.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 7,326 EACH | $4.68 | $5.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 15,320 SF | $6.00 | $6.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 173 FT | $55.00 | $90.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 56 SF | $25.00 | $20.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 199 SF | $25.00 | $25.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 184 FT | $37.00 | $48.00 |
| 516E43200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 44 EACH | $2,000 | $1,500 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 91 CY | $140 | $150 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 117 SF | $129 | $125 |
| 526E90030 TYPE C INSTALLATION | 172 FT | $250 | $310 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 2 EACH | $25.00 | $25.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 2 EACH | $25.00 | $25.00 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 10 CY | $700 | $1,500 |
| 690E98400 SPECIAL -, GROUND PENETRATING RADAR | 1 LS | $10,500 | $15,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $27,730 | $75,000 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 19 MNTH | $3,000 | $3,750 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10220 STRUCTURAL STEEL MEMBERS, LEVEL 1 | 304,579 LB | $2.87 | $874k | 13% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $517,220 | $517k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $378,500 | $379k | 6% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 200 CY | $1,575 | $315k | 5% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 145 CY | $2,115 | $307k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $300,000 | $300k | 4% |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN | 19,699 FT | $15 | $295k | 4% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 480 SY | $405 | $194k | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 74,641 LB | $2.25 | $168k | 2% |
| 611E97400 CONDUIT, MISC.: 12" SLOTTED DRAIN, TYPE (1 OR 2) | 584 FT | $260 | $152k | 2% |