CUY-IR 480-21.30 WB Safety
CUY County · est $3.4M
Bid dateThursday, May 13—
CUY County · est $3.4M
Published by ODOTon this contract’s Proposal PDF · EDGE Goal: 8%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 121 more items below.
| Item | Quantity | R1Catts Construction INC | R2Great Lakes Construction CO | % of bid |
|---|---|---|---|---|
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,246.27 CY | $201 | $185 | 11% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 3,891 SY | $54.00 | $48.00 | 9% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 3,891 SY | $40.00 | $52.00 | 7% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 974 CY | $146 | $145 | 6% |
| 442E20100 ASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE | 792.31 CY | $179 | $168 | 6% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 200 FT | $689 | $645 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $129,101 | $100,000 | 6% |
| 516E11211 |
| Item | Quantity | R1Catts Construction INC | R2Great Lakes Construction CO |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,150 | $15,000 |
| 202E30700 CONCRETE BARRIER REMOVED | 40 FT | $94.00 | $80.15 |
| 202E38000 GUARDRAIL REMOVED | 409 FT | $1.00 | $1.40 |
| 203E10000 EXCAVATION | 719 CY | $52.00 | $37.50 |
| 203E20000 EMBANKMENT | 504 CY | $12.00 | $9.25 |
| 204E10000 SUBGRADE COMPACTION | 3,666 SY | $1.00 | $1.85 |
| 204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN | 280 CY | $25.00 |
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 →
| 160 FT |
| $699 |
| $645 |
| 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $111,000 | $248,000 | 5% |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 357 CY | $305 | $160 | 5% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,686 SY | $62.00 | $52.00 | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 6,636 FT | $15.75 | $11.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $101,500 | $146,000 | 5% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,686 SY | $56.00 | $48.00 | 4% |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 468 CY | $179 | $160 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.5" | 25,113 SY | $3.00 | $1.55 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $55,300 | $172,000 | 2% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 138 CY | $335 | $670 | 2% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 52 CY | $872 | $670 | 2% |
| 202E23000 PAVEMENT REMOVED | 3,683 SY | $10.75 | $16.35 | 2% |
| $88.25 |
| 204E45000 PROOF ROLLING | 3 HOUR | $230 | $330 |
| 209E15051 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 1 MILE | $1,500 | $9,970 |
| 606E15050 GUARDRAIL, TYPE MGS | 563 FT | $19.00 | $17.60 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 3 EACH | $2,910 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,080 | $965 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 3 EACH | $2,400 | $2,130 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $840 | $750 |
| 622E10201 BARRIER TRANSITION, AS PER PLAN | 4 EACH | $2,550 | $4,500 |
| 622E24000 CONCRETE BARRIER, TYPE D | 21 FT | $126 | $182 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 1 EACH | $3,009 | $4,455 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $3,009 | $4,445 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 16 EACH | $9.00 | $8.00 |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 3,591 FT | $5.75 | $1.85 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $56.00 | $125 |
| 659E00300 TOPSOIL | 200 CY | $51.00 | $40.00 |
| 659E10000 SEEDING AND MULCHING | 3,120 SY | $1.00 | $0.83 |
| 659E14000 REPAIR SEEDING AND MULCHING | 285 SY | $1.00 | $0.10 |
| 659E15000 INTER-SEEDING | 285 SY | $1.00 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 1 TON | $940 | $1,000 |
| 659E31000 LIME | 1 ACRE | $1,164 | $1.00 |
| 659E35000 WATER | 0.1 MGAL | $100 | $10.00 |
| 659E40000 MOWING | 0.1 MSF | $1.00 | $10.00 |
| 670E00200 VEGETATED SWALE EROSION PROTECTION | 201 SY | $17.00 | $14.00 |
| 671E15050 EROSION CONTROL MAT, TYPE F | 156 SY | $6.00 | $3.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,700 | $1,800 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $4,200 | $5,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $14,566 | $12,000 |
| 832E30000 EROSION CONTROL | 25,000 EACH | $1.00 | $1.00 |
| 202E58100 CATCH BASIN REMOVED | 3 EACH | $100 | $500 |
| 602E20000 CONCRETE MASONRY | 5 CY | $375 | $1,900 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 3,099 FT | $10.00 | $13.50 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 111 FT | $7.00 | $25.00 |
| 611E05900 15" CONDUIT, TYPE B, RCP | 8 FT | $120 | $235 |
| 611E06100 15" CONDUIT, TYPE C, CMP | 8 FT | $151 | $257 |
| 611E07400 18" CONDUIT, TYPE B, RCP | 60 FT | $180 | $263 |
| 611E07600 18" CONDUIT, TYPE C, RCP | 87 FT | $145 | $202 |
| 611E98150 CATCH BASIN, NO. 3 | 2 EACH | $4,378 | $3,705 |
| 611E98300 CATCH BASIN, NO. 5 | 2 EACH | $5,110 | $3,842 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $5,212 | $2,800 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 1 EACH | $5,569 | $3,455 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $160 | $345 |
| 304E20000 AGGREGATE BASE | 611 CY | $64.00 | $75.00 |
| 407E20000 NON-TRACKING TACK COAT | 5,101.93 GAL | $2.25 | $2.00 |
| 441E50701 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (7 CY | $347 | $300 |
| 609E24510 CURB, TYPE 4-C | 54 FT | $25.00 | $52.00 |
| 609E26000 CURB, TYPE 6 | 225 FT | $25.00 | $38.00 |
| 618E40101 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 2,600 FT | $12.30 | $8.00 |
| 618E40601 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 2.45 MILE | $2,855 | $2,550 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 12 EACH | $69.00 | $50.00 |
| 621E00100 RPM | 194 EACH | $49.50 | $45.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 156 EACH | $5.50 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 29 FT | $20.75 | $25.00 |
| 630E75000 SIGN ATTACHMENT ASSEMBLY | 3 EACH | $673 | $350 |
| 630E80100 SIGN, FLAT SHEET | 16 SF | $21.00 | $25.00 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 770 SF | $25.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $12.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $18.00 | $25.00 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 3 EACH | $339 | $500 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 2.52 MILE | $674 | $602 |
| 642E00204 LANE LINE, 6", TYPE 1 | 2.44 MILE | $375 | $335 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 2,593 FT | $1.00 | $0.89 |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 0.93 MILE | $3,032 | $2,708 |
| 646E10010 EDGE LINE, 6" | 2.51 MILE | $2,638 | $2,357 |
| 646E10110 LANE LINE, 6" | 2.44 MILE | $1,523 | $1,361 |
| 646E10310 CHANNELIZING LINE, 12" | 2,593 FT | $2.20 | $1.96 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 578 FT | $2.75 | $2.44 |
| 646E20504 DOTTED LINE, 6" | 1,538 FT | $2.00 | $1.77 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $79.00 | $80.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,150 | $2,314 |
| 614E12420 DETOUR SIGNING | 1 LS | $16,800 | $3,013 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 3 EACH | $100 | $88.84 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $133 | $118 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 983 EACH | $10.00 | $8.88 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 100 CY | $50.00 | $195 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 225 EACH | $15.00 | $13.17 |
| 614E13350 OBJECT MARKER, ONE WAY, ONE-WAY | 225 EACH | $17.00 | $15.33 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $1,392 | $1,243 |
| 614E20100 WORK ZONE LANE LINE, CLASS I, 4", 642 PAINT | 3.16 MILE | $249 | $222 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 4.65 MILE | $575 | $511 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 16,879 FT | $0.60 | $0.51 |
| 614E24200 WORK ZONE DOTTED LINE, CLASS I, 4", 642 PAINT | 3,039 FT | $0.50 | $0.46 |
| 616E10000 WATER | 4 MGAL | $1.00 | $50.00 |
| 622E41031 PORTABLE BARRIER, 50", BRIDGE MOUNTED, AS PER PLAN | 2,768 FT | $12.50 | $19.00 |
| 622E41050 PORTABLE BARRIER, "Y" CONNECTOR | 2 EACH | $29.75 | $2,000 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 8 SNMT | $1,126 | $1,006 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 24,318 LB | $1.55 | $1.58 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $1.55 | $4.65 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (EPO | 2,567 EACH | $10.56 | $15.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 18 CY | $706 | $1,550 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 13 CY | $922 | $1,470 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 839 SY | $18.00 | $18.50 |
| 513E21501 REPLACEMENT OF DETERIORATED END CROSSFRAMES, AS PE | 3,528 LB | $6.99 | $7.50 |
| 625E29941 BARRIER JUNCTION BOX, AS PER PLAN | 2 EACH | $2,154 | $2,300 |
| 848E50000 HAND CHIPPING | 394 SY | $87.50 | $90.00 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED2.5 INCHES | 3,944 SY | $6.15 | $7.00 |
| 848E50300 WEARING COURSE REMOVED, ASPHALT, 2.5 INCHES | 292 SY | $7.95 | $7.00 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 11,382 FT | $1.10 | $0.85 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 11,146 LB | $1.50 | $1.68 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $1.50 | $4.65 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT (EPO | 990 EACH | $10.60 | $15.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 22 CY | $565 | $1,550 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 17 CY | $723 | $1,470 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 311 SY | $15.50 | $18.50 |
| 513E21501 REPLACEMENT OF DETERIORATED END CROSSFRAMES, AS PE | 4,410 LB | $7.85 | $7.50 |
| 625E29941 BARRIER JUNCTION BOX, AS PER PLAN | 3 EACH | $2,154 | $2,300 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 166 CY | $230 | $160 |
| 848E50000 HAND CHIPPING | 175 SY | $69.00 | $90.00 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED2.5 INCHES | 1,753 SY | $8.50 | $7.00 |
| 848E50300 WEARING COURSE REMOVED, ASPHALT, 2.5 INCHES | 298 SY | $7.80 | $7.00 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 4,282 FT | $1.10 | $0.85 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $16,789 | $15,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $32,621 | $36,000 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 6 MNTH | $1,620 | $3,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $30,960 | $18,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,246.27 CY | $201 | $251k | 8% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 3,891 SY | $54 | $210k | 6% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 3,891 SY | $40 | $156k | 5% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 974 CY | $146 | $142k | 4% |
| 442E20100 ASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE | 792.31 CY | $179 | $142k | 4% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 200 FT | $689 | $138k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $129,101 | $129k | 4% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 160 FT | $699 | $112k | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $111,000 | $111k | 3% |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 357 CY | $305 | $109k | 3% |