00014282 Preliinary Bid Results.xlsx
XLSX spreadsheet 19 KB Posted
- Attached to
- Roof Repair Bundle
- Solicitation number
- S-24800-00014281
- Issued by
- Multnomah County, Oregon
About this file
This file contains preliminary bid results for Project S-73000-00014282, a US 395 Fish Passage Improvements project managed by what appears to be an Oregon state transportation agency. The project encompasses comprehensive roadway and fish passage work including mobilization, temporary traffic control, erosion and pollution control, dynamic cone penetration testing, polyurethane stabilization, construction survey work, structure removal, guardrail removal and installation, asphalt pavement removal and replacement, aggregate base work, and Midwest guardrail system installation across various quantities ranging from single lump-sum items to multiple units of work (such as 5,215 pounds of polyurethane stabilization, 120 linear feet of cone penetration testing, and 88.56 square yards of deep pavement removal).
Two contractors submitted bids for this project: Lee Contractors, LLC submitted a total bid of $297,312.50, and Oregon State Bridge Construction, Inc. submitted a total bid of $299,731.02. Unit pricing varies significantly between the two bidders across most line items, with notable differences in items such as Dynamic Cone Penetration Testing (Lee Contractors at $50 per foot versus Oregon State Bridge Construction at $200 per foot), Cold Plane Pavement Removal at 9 inches deep (Lee Contractors at $350 per square yard versus Oregon State Bridge Construction at $75 per square yard), and Polyurethane Stabilization (Lee Contractors at $5 per pound versus Oregon State Bridge Construction at $9 per pound). A third bidder appears to have submitted no bid or withdrawn, as evidenced by the zero dollar entries in the third bidder column.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Basewide Roofing Pre-Bid Sign-In.pdf | ||
| Roof Repair Bundle Bid Sheet001.pdf | ||
| Attachment E Security Requirements for ITB.pdf | ||
| ITB Roof Bundle.pdf |
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Text version
Sheet1
| S-73000-00014282 US395 Fish Passage Improvements | |||||
| PRELIMINARY BID RESULTS | Lee Contractors, LLC | Oregon State Bridge Construction, Inc. | |||
| Bid Item # | Description | Est | |||
| QTY | UNIT | UNIT | |||
| PRICE | TOTAL | ||||
| PRICE | UNIT | ||||
| PRICE | TOTAL | ||||
| PRICE | UNIT | ||||
| PRICE | TOTAL | ||||
| PRICE | UNIT | ||||
| PRICE | TOTAL |
PRICE
| 1 | MOBILIZATION | 1.00 | LS | $ 40000.00 | $ 40,000.00 | $30,200.00 | $ 30,200.00 | $ - 0 | $ - 0 | ||
| 2 | TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE | 1.00 | LS | $ 55000.00 | $ 55,000.00 | $63,250.00 | $ 63,250.00 | $ - 0 | $ - 0 | ||
| 3 | EROSION CONTROL | 1.00 | LS | $ 22000.00 | $ 22,000.00 | $14,000.00 | $ 14,000.00 | $ - 0 | $ - 0 | ||
| 4 | INLET PROTECTION, TYPE 4 | 10.00 | EACH | $ 200.00 | $ 2,000.00 | $15.00 | $ 150.00 | $ - 0 | $ - 0 | ||
| 5 | SEDIMENT BARRIER, TYPE 3 | 100.00 | FOOT | $ 35.00 | $ 3,500.00 | $5.00 | $ 500.00 | $ - 0 | $ - 0 | ||
| 6 | POLLUTION CONTROL PLAN | 1.00 | LS | $ 500.00 | $ 500.00 | $1,500.00 | $ 1,500.00 | $ - 0 | $ - 0 | ||
| 7 | DYNAMIC CONE PENETRATION TESTING | 120.00 | FOOT | $ 50.00 | $ 6,000.00 | $200.00 | $ 24,000.00 | $ - 0 | $ - 0 | ||
| 8 | POLYURETHANE STABILIZATION | 5,215.00 | LB | $ 5.00 | $ 26,075.00 | $9.00 | $ 46,935.00 | $ - 0 | $ - 0 | ||
| 9 | CONSTRUCTION SURVEY WORK | 1.00 | LS | $ 5000.00 | $ 5,000.00 | $30,000.00 | $ 30,000.00 | $ - 0 | $ - 0 | ||
| 10 | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | 1.00 | LS | $ 25000.00 | $ 25,000.00 | $15,000.00 | $ 15,000.00 | $ - 0 | $ - 0 | ||
| 11 | REMOVAL OF GUARDRAIL | 1.00 | LS | $ 3000.00 | $ 3,000.00 | $15,000.00 | $ 15,000.00 | $ - 0 | $ - 0 | ||
| 12 | ASPHALT PAVEMENT SAW CUTTING | 34.50 | FOOT | $ 25.00 | $ 862.50 | $26.00 | $ 897.00 | $ - 0 | $ - 0 | ||
| 13 | RECONDITIONING EXISTING ROADWAY | 1.00 | LS | $ 25000.00 | $ 25,000.00 | $15,000.00 | $ 15,000.00 | $ - 0 | $ - 0 | ||
| 14 | COLD PLANE PAVEMENT REMOVAL, 3 INCHES DEEP | 63.11 | SQYD | $ 300.00 | $ 18,933.00 | $50.00 | $ 3,155.50 | $ - 0 | $ - 0 | ||
| 15 | COLD PLANE PAVEMENT REMOVAL, 9 INCHES DEEP | 88.56 | SQYD | $ 350.00 | $ 30,996.00 | $75.00 | $ 6,642.00 | $ - 0 | $ - 0 | ||
| 16 | AGGREGATE BASE | 58.52 | TON | $ 50.00 | $ 2,926.00 | $151.00 | $ 8,836.52 | $ - 0 | $ - 0 | ||
| 17 | LEVEL 3, 1/2 INCH ACP MIXTURE | 54.50 | TON | $ 300.00 | $ 16,350.00 | $260.00 | $ 14,170.00 | $ - 0 | $ - 0 | ||
| 18 | GUARDRAIL TRANSITION | 1.00 | EACH | $ 6000.00 | $ 6,000.00 | $4,000.00 | $ 4,000.00 | $ - 0 | $ - 0 | ||
| 19 | GUARDRAIL TERMINALS, FLARED | 1.00 | EACH | $ 5000.00 | $ 5,000.00 | $4,000.00 | $ 4,000.00 | $ - 0 | $ - 0 | ||
| 20 | EXTRA FOR 11 FOOT POSTS | 2.00 | EACH | $ 85.00 | $ 170.00 | $85.00 | $ 170.00 | $ - 0 | $ - 0 | ||
| 21 | MIDWEST GUARDRAIL SYSTEM, TYPE 2A | 12.50 | FOOT | $ 100.00 | $ 1,250.00 | $80.00 | $ 1,000.00 | $ - 0 | $ - 0 | ||
| 22 | MIDWEST GUARDRAIL SYSTEM, TYPE 3 | 12.50 | FOOT | $ 140.00 | $ 1,750.00 | $106.00 | $ 1,325.00 | $ - 0 | $ - 0 | ||
| TOTAL | $ 297,312.50 | $ 299,731.02 | $ - 0 | $ - 0 |
File details come from the government source that posted it. Updated .