COS-CR 9-00.00
COS County · est $1.6M
Bid dateThursday, February 13—
COS County · est $1.6M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 6.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 18 more items below.
| Item | Quantity | R1Shelly Company | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (3297 CY | $127 | $160 | 37% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2,329 CY | $150 | $180 | 31% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $80,000 | $60,000 | 7% |
| 253E02000 PAVEMENT REPAIR | 175 CY | $255 | $389 | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 631 CY | $65.00 | $80.00 | 4% |
| 407E10000 TACK COAT (NON-TRACKING ) | 9,394 GAL | $3.25 | $3.00 | 3% |
| 441E50401 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $160 | $300 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 |
| Item | Quantity | R1Shelly Company | R2Nls Paving, INC |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 769 FT | $1.80 | $1.80 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 5 EACH | $285 | $285 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $95.00 | $95.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $68.00 | $68.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 100 FT | $15.60 | $15.60 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 212.5 FT | $17.80 | $17.80 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T |
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 →
| $40,000 |
| 2% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 22,540 FT | $0.64 | $0.80 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 | 5 EACH | $2,245 | $2,245 | 1% |
| 202E23500 WEARING COURSE REMOVED | 156 SY | $70.00 | $25.00 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 3,028 GAL | $3.50 | $3.50 | 1% |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 130 CY | $75.00 | $90.00 | 1% |
| 621E00100 RPM | 330 EACH | $27.00 | $27.00 | 1% |
| 643E00100 EDGE LINE, 4" | 8.54 MILE | $996 | $996 | 1% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 6.4 MILE | $1,250 | $1,250 | 1% |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 330 EACH | $19.50 | $15.00 | 1% |
| 643E00300 CENTER LINE | 4.27 MILE | $1,492 | $1,492 | 1% |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4.27 MILE | $1,400 | $1,300 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 325 FT | $16.40 | $16.40 | 0% |
| 1 EACH |
| $980 |
| $980 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $725 | $725 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 20 EACH | $115 | $115 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 7 EACH | $185 | $185 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BI-DIRECTIONAL | 19 EACH | $7.70 | $7.70 |
| 643E00500 STOP LINE | 48 FT | $9.00 | $9.00 |
| 614E12460 WORK ZONE MARKING SIGN | 37 EACH | $85.00 | $85.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $150 | $225 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 8.54 MILE | $325 | $525 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 96 FT | $7.00 | $7.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $6,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $3,750 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (3297 CY | $126.5 | $417k | 36% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2,329 CY | $150.25 | $350k | 30% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $80,000 | $80k | 7% |
| 253E02000 PAVEMENT REPAIR | 175 CY | $255 | $45k | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 631 CY | $65 | $41k | 4% |
| 407E10000 TACK COAT (NON-TRACKING ) | 9,394 GAL | $3.25 | $31k | 3% |
| 441E50401 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $160 | $30k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 2% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 22,540 FT | $0.64 | $14k | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 | 5 EACH | $2,245 | $11k | 1% |