CUY-IR 480-21.61 Ramp Slope
CUY County · est $0.6M
Bid dateThursday, October 9—
CUY County · est $0.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 45 more items below.
| Item | Quantity | R1Shook Company LLC | R2Madex Construction CO | % of bid |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 5,009 CY | $25.00 | $27.56 | 20% |
| 203E20000 EMBANKMENT | 4,749 CY | $25.00 | $29.28 | 19% |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 260 CY | $200 | $206 | 8% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $40,000 | $26,201 | 6% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 194 CY | $175 | $203 | 5% |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 37 CY | $831 | $1,418 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $46,879 | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 690 FT | $43.00 | $52.11 | 5% |
| 606E15050 GUARDRAIL, TYPE MGS | 737.5 FT | $35.00 | $26.63 | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $22,000 | $15,053 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $22,000 | $23,158 | 3% |
| 607E23000 FENCE, TYPE CLT | 651 FT | $30.00 | $42.84 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 49 CY | $270 | $521 | 2% |
| 832E30000 EROSION CONTROL | 12,000 EACH | $1.00 | $1.00 | 2% |
| 659E00300 TOPSOIL | 234 CY | $50.00 | $86.84 | 2% |
| 670E00500 SLOPE EROSION PROTECTION | 2,215 SY | $5.00 | $4.63 | 2% |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (10 CY | $1,100 | $1,418 | 2% |
| 625E10490 LIGHT POLE, CONVENTIONAL, AT18B43 | 2 EACH | $5,500 | $6,368 | 2% |
| 625E14200 LIGHT POLE FOUNDATION, 24" X 10' DEEP | 2 EACH | $5,000 | $3,474 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $8,789 | 2% |
| Item | Quantity | R1Shook Company LLC | R2Madex Construction CO |
|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 1 EACH | $500 | $813 |
| 202E23000 PAVEMENT REMOVED | 1,200 SY | $4.00 | $2.50 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 44 FT | $20.00 | $52.07 |
| 202E38000 GUARDRAIL REMOVED | 737.5 FT | $10.00 | $3.48 |
| 202E75000 FENCE REMOVED | 648 FT | $15.00 | $5.79 |
| 204E10000 SUBGRADE COMPACTION | 200 SY | $15.00 | $4.63 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 8 STA | $250 |
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 →
| $473 |
| 616E10000 WATER | 12 MGAL | $1.00 | $1.16 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $25.00 | $89.47 |
| 659E00580 SEEDING AND MULCHING, CLASS 5B | 2,107 SY | $3.00 | $4.63 |
| 659E14000 REPAIR SEEDING AND MULCHING | 105 SY | $0.25 | $1.16 |
| 659E15000 INTER-SEEDING | 105 SY | $0.25 | $1.16 |
| 659E20000 COMMERCIAL FERTILIZER | 0.28 TON | $500 | $1,158 |
| 659E31000 LIME | 0.44 ACRE | $500 | $290 |
| 659E35000 WATER | 372 MGAL | $1.00 | $0.50 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.4 CY | $3,750 | $5,798 |
| 611E09700 21" CONDUIT, TYPE F, AS PER PLAN | 40 FT | $200 | $190 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T = 3.0") | 2,800 SY | $1.00 | $2.00 |
| 304E20000 AGGREGATE BASE | 33 CY | $250 | $151 |
| 407E20000 NON-TRACKING TACK COAT | 518 GAL | $3.00 | $9.26 |
| 625E00450 CONNECTION, FUSED PULL APART | 4 EACH | $200 | $127 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 4 EACH | $200 | $127 |
| 625E24100 1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 2400 VOLT CAB | 776 FT | $10.00 | $11.00 |
| 625E27520 REMOVAL OF LUMINAIRE AND REERECTION | 2 EACH | $250 | $116 |
| 625E29002 TRENCH, 24" DEEP | 746 FT | $10.00 | $9.26 |
| 625E32000 GROUND ROD | 2 EACH | $350 | $289 |
| 625E75400 LIGHT POLE REMOVED | 2 EACH | $500 | $232 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 2 EACH | $500 | $232 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 108.5 FT | $25.00 | $28.95 |
| 630E80100 SIGN, FLAT SHEET | 47.75 SF | $27.00 | $30.87 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $17.00 | $28.95 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 6 EACH | $23.00 | $34.74 |
| 646E10010 EDGE LINE, 6" | 0.23 MILE | $8,700 | $10,421 |
| 646E10110 LANE LINE, 6" | 0.16 MILE | $5,200 | $6,368 |
| 646E10310 CHANNELIZING LINE, 12" | 1,162 FT | $1.50 | $1.74 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $85.00 | $116 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,000 | $2,663 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 9 EACH | $12.75 | $17.37 |
| 614E13350 OBJECT MARKER, ONE WAY | 7 EACH | $20.80 | $27.79 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $1,225 | $1,447 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.4 MILE | $2,500 | $2,895 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 587 FT | $1.50 | $1.74 |
| 630E97900 SIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, | 150 FT | $32.60 | $1.00 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 6 MNTH | $1,500 | $540 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $1,000 | $2,895 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 5,009 CY | $25 | $125k | 17% |
| 203E20000 EMBANKMENT | 4,749 CY | $25 | $119k | 16% |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 260 CY | $200 | $52k | 7% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $40,000 | $40k | 5% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 194 CY | $175 | $34k | 5% |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 37 CY | $830.9 | $31k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $30k | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 690 FT | $43 | $30k | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 737.5 FT | $35 | $26k | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $22,000 | $22k | 3% |