COL-SR 644-07.96
COL County · est $0.6M
Bid dateThursday, January 15—
Awarded toRUDZIK EXCAVATING INC$660,049
COL County · est $0.6M
Bid form · ODOT
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96600 CONDUIT, BORED OR JACKED, 30" TYPE A, 748.06 Section 3 - DRAINAGE - Totals Awd $120,590.20 2 $117,962.20 3 $191,700.00 4 $511,850.00 | 124 FT | $895 | $111k | 17% |
| 203E20000 EMBANKMENT | 2,141 CY | $49.13 | $105k | 16% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 172 CY | $297 | $51k | 8% |
| 622E41100 PORTABLE BARRIER, UNANCHORED Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $100,050.35 2 $105,969.55 3 $137,532.00 4 $95,462.00 | 1,430 FT | $31 | $44k | 7% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 Section 4 - PAVEMENT - Totals Awd $127,844.41 2 $129,413.60 3 $106,226.50 4 $166,845.00 | 449 (48 CY | $690 | $33k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $28,540 | $29k | 4% |
| 624E10000 MOBILIZATION Section 7 - INCIDENTALS - Totals Awd $129,303.69 2 $74,589.42 3 $233,000.00 4 $117,000.00 | 1 LS | $26,499 | $26k | 4% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 34 CY | $771 | $26k | 4% |
| 203E10000 EXCAVATION | 845 CY | $30 | $25k | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 233 SY | $98 | $23k | 3% |
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 35 more items below.
| Item | Quantity | R1Rudzik Excavating INC | R2S.t.a.r.t., LLC | R3Shook Company LLC | R4Bog Construction INC | % of bid |
|---|---|---|---|---|---|---|
| 611E96600 CONDUIT, BORED OR JACKED, 30" TYPE A, 748.06 Section 3 - DRAINAGE - Totals Awd $120,590.20 2 $117,962.20 3 $191,700.00 4 $511,850.00 | 124 FT | $895 | $919 | $1,500 | $4,100 | 18% |
| 203E20000 EMBANKMENT | 2,141 CY | $49.13 | $31.24 | $40.00 | $40.00 | 17% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 172 CY | $297 | $366 | $300 | $510 | 8% |
| 622E41100 PORTABLE BARRIER, UNANCHORED Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $100,050.35 2 $105,969.55 3 $137,532.00 4 $95,462.00 | 1,430 FT | $31.00 | $32.03 | $35.00 | $25.00 | 7% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 Section 4 - PAVEMENT - Totals Awd $127,844.41 2 $129,413.60 3 $106,226.50 4 $166,845.00 | 449 (48 CY | $690 | $508 | $350 | $660 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $28,540 | $40,422 | $96,000 | $50,000 | 5% |
| 624E10000 MOBILIZATION Section 7 - INCIDENTALS - Totals Awd $129,303.69 2 $74,589.42 3 $233,000.00 4 $117,000.00 | 1 LS | $26,499 | $55,150 | $65,000 | $29,000 | 4% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 34 CY | $771 | $584 | $580 | $720 | 4% |
| 203E10000 EXCAVATION | 845 CY | $30.00 | $27.17 | $35.00 | $30.00 | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 233 SY | $98.00 | $81.00 | $100 | $115 | 4% |
| 304E20000 AGGREGATE BASE | 179 CY | $105 | $114 | $100 | $125 | 3% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,930 | $2,156 | $3,000 | $2,500 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $17,500 | $12,290 | $25,000 | $5,000 | 3% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $29,301.19 2 $26,353.90 3 $23,525.00 4 $27,557.00 | 17,041 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) Section 1 - ROADWAY - Totals Awd $148,003.27 2 $192,286.83 3 $196,184.00 4 $166,372.00 | 4 EACH | $2,882 | $2,620 | $3,000 | $2,850 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 475 FT | $23.00 | $21.00 | $30.00 | $24.00 | 2% |
| 202E23000 PAVEMENT REMOVED | 859 SY | $12.50 | $12.66 | $15.00 | $18.00 | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $10,000 | $10,053 | $25,000 | $7,500 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,400 | $3,200 | $2,000 | $500 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,650 | $32.03 | $40,000 | $25,000 | 1% |
| Item | Quantity | R1Rudzik Excavating INC | R2S.t.a.r.t., LLC | R3Shook Company LLC | R4Bog Construction INC |
|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 680 FT | $3.60 | $2.00 | $3.00 | $3.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 24" DIAM | 84 FT | $61.25 | $98.89 | $150 | $55.00 |
| 204E10000 SUBGRADE COMPACTION | 1,072 SY | $3.00 | $4.14 | $2.00 | $5.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $250 | $435 | $50.00 | $100 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 3 CY | $770 | $1,101 | $250 | $150 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $50.00 | $168 | $50.00 | $100 |
| 659E00300 TOPSOIL | 90 CY | $40.00 | $54.11 | $35.00 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 807 SY | $4.00 | $3.64 | $3.00 | $8.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 40 SY | $1.00 | $6.38 | $1.00 | $3.00 |
| 659E15000 INTER-SEEDING | 40 SY | $1.00 | $6.38 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.11 TON | $400 | $2,544 | $100 | $1,000 |
| 659E31000 LIME | 0.17 ACRE | $5.00 | $1,067 | $100 | $500 |
| 659E35000 WATER | 5 MGAL | $0.01 | $2.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.9 CY | $5,268 | $4,799 | $5,000 | $2,500 |
| 605E31100 AGGREGATE DRAINS | 60 FT | $37.35 | $38.64 | $20.00 | $20.00 |
| 407E10000 TACK COAT | 59 GAL | $3.40 | $3.60 | $3.50 | $10.00 |
| 621E00100 RPM | 17 EACH | $165 | $150 | $175 | $20.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 17 EACH | $35.00 | $22.06 | $25.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 8 EACH | $16.50 | $15.00 | $13.00 | $20.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 9.5 FT | $83.00 | $35.00 | $154 | $200 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $688 | $100 | $50.00 | $200 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $50.00 | $10.00 | $100 | $200 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $50.00 | $10.00 | $100 | $200 |
| 646E10010 EDGE LINE, 6" | 0.26 MILE | $16,500 | $13,500 | $8,500 | $10,000 |
| 646E10200 CENTER LINE Section 5 - TRAFFIC CONTROL - Totals Awd $10,257.52 2 $13,473.50 3 $8,532.00 4 $7,750.00 | 0.13 MILE | $31,350 | $25,000 | $8,500 | $10,000 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 35 CY | $82.00 | $165 | $350 | $40.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 740 FT | $1.55 | $1.00 | $2.00 | $3.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 14 EACH | $40.00 | $12.56 | $15.00 | $15.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 29 EACH | $32.00 | $25.00 | $26.00 | $15.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.13 MILE | $5,225 | $4,750 | $6,100 | $8,000 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.26 MILE | $2,915 | $2,650 | $6,100 | $8,000 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.33 MILE | $12,000 | $10,053 | $10,300 | $7,500 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 20 FT | $13.20 | $12.00 | $7.00 | $25.00 |
| 616E10000 WATER | 57 MGAL | $1.00 | $2.00 | $10.00 | $1.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,500 | $14,500 | $20,000 | $10,000 |
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 →