00013573 Prelim Bid Results.xlsx
XLSX spreadsheet 22 KB Posted
- Attached to
- OR224 & OR213 Curb Ramps (Happy Valley & Mulino)
- Solicitation number
- S-73000-00013572
- Issued by
- Clackamas County, Hebo CDP, Oregon
About this file
This preliminary bid results document presents the competitive bids submitted for Oregon Department of Transportation (ODOT) Contract S-73000-00013573, a pavement inlay project on US Route 97 from Mile Post 22 to Mile Post 25.5. Five contractors submitted bids for this road resurfacing project: Roy Houck Construction LLC, Granite Construction Company, Knife River Corporation - Northwest, KNL Industries Inc., and Brix Paving Northwest Inc. The project scope includes mobilization, temporary pavement markers, construction survey work, cold plane pavement removal at two depths (53,000 square yards at 2.5 inches and 20,000 square yards at 3 inches), asphalt concrete pavement repair (180 square yards), emulsified asphalt tack coat application (25 tons), lime-treated asphalt concrete pavement installation (10,800 tons), PG 64-28 asphalt application (650 tons), and nuclear gauge correlation testing (2 each). Total project bids ranged from $1,349,060.00 to $1,535,015.00.
Roy Houck Construction LLC submitted the lowest bid at $1,349,060.00, while Brix Paving Northwest Inc. submitted the highest bid at $1,535,015.00. Significant bid variations appeared in specific line items, particularly in temporary flexible pavement markers (ranging from $5,000.00 to $53,275.25) and cold plane pavement removal pricing (unit prices ranging from $1.22 to $3.00 per square yard for 2.5-inch depth). Notable anomalies in several bids included extremely low unit prices for asphalt tack coat and PG 64-28 asphalt application, with some bids pricing these items at $0.01 and $1.00 per unit, suggesting potential bidding errors or alternative estimation methodologies that warrant clarification during contract award evaluation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 00013572_EXHIBIT A.1_CA_CEI.docx | DOCX document | |
| S-73000-00013572 QA v1.docx | DOCX document | |
| 00013572_ Mini RFP.docx | DOCX document | |
| 00013572_ Attachment B Cover Sheet.doc | DOC document | |
| 00013572_Attachment A SOW.docx | DOCX document | |
| 00013572_ Attachment C Project Samples References.docx | DOCX document | |
| ITA v1.docx | DOCX document |
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Text version
Sheet1
| S-73000-00013573 US 97: MP 22 - MP 25.5 Inlay Paving | ||||||||
| PRELIMINARY BID RESULTS | Roy Houck Constuction LLC | Granite Construction Company | Knife River Corporation - Northwest | KNL Industries, INC | Brix Paving Northwest Inc. | |||
| Bid Item # | Description | Est | ||||||
| QTY | UNIT | UNIT | ||||||
| PRICE | TOTAL | |||||||
| PRICE | UNIT | |||||||
| PRICE | TOTAL | |||||||
| PRICE | UNIT | |||||||
| PRICE | TOTAL | |||||||
| PRICE | UNIT | |||||||
| PRICE | TOTAL | |||||||
| PRICE | UNIT | |||||||
| PRICE | TOTAL |
PRICE
| 1 | Mobilization | 1 | LS | $ 145,000.00 | $ 145,000.00 | $ 103000.00 | $ 103,000.00 | $158,500.00 | $ 158,500.00 | $ 100,000.000 | $ 100,000.00 | $ 40000.00 | $ 40,000.00 |
| 2 | Temporary Flexible Pavement Markers | 1 | LS | $ 2,250.00 | $ 2,250.00 | $ 3,015.00 | $ 3,015.00 | $53,275.25 | $ 53,275.25 | $ 10,000.000 | $ 10,000.00 | $ 5,000.00 | $ 5,000.00 |
| 3 | Construction Survey Work | 1 | LS | $ 5,500.00 | $ 5,500.00 | $ 100.00 | $ 100.00 | $15,000.00 | $ 15,000.00 | $ 10,000.000 | $ 10,000.00 | $ 3,500.00 | $ 3,500.00 |
| 4 | Cold Plane Pavement Removal, 2.5 inch Deep | 53000 | SQYD | $ 1.34 | $ 71,020.00 | $ 1.22 | $ 64,660.00 | $2.45 | $ 129,850.00 | $ 3.000 | $ 159,000.00 | $ 1.96 | $ 103,880.00 |
| 5 | Cold Plane Pavement Removal, 3 inch Deep | 20000 | SQYD | $ 1.56 | $ 31,200.00 | $ 1.32 | $ 26,400.00 | $2.95 | $ 59,000.00 | $ 3.000 | $ 60,000.00 | $ 1.96 | $ 39,200.00 |
| 6 | 6 Inch Asphalt Concrete Pavement Repair | 180 | SQYD | $ 27.50 | $ 4,950.00 | $ 85.00 | $ 15,300.00 | $32.60 | $ 5,868.00 | $ 100.000 | $ 18,000.00 | $ 52.00 | $ 9,360.00 |
| 7 | Emuslified Asphalt for Tack Coat | 25 | TON | $ 110.00 | $ 2,750.00 | $ 1.00 | $ 25.00 | $0.01 | $ 0.25 | $ 0.010 | $ 0.25 | $ 1.00 | $ 25.00 |
| 8 | Level 3, 1/2 Inch Lime Treated ACP | 10800 | TON | $ 61.05 | $ 659,340.00 | $ 105.00 | $ 1,134,000.00 | $100.00 | $ 1,080,000.00 | $ 108.000 | $ 1,166,400.00 | $ 123.00 | $ 1,328,400.00 |
| 9 | PG 64-28 Asphalt in Level 3, 1/2 Inch Lime Treated ACP | 650 | TON | $ 647.00 | $ 420,550.00 | $ 1.00 | $ 650.00 | $0.01 | $ 6.50 | $ 0.010 | $ 6.50 | $ 1.00 | $ 650.00 |
| 10 | Core Correlation of Nuclear Guage Readings | 2 | EACH | $ 3,250.00 | $ 6,500.00 | $ 1,600.00 | $ 3,200.00 | $1,450.00 | $ 2,900.00 | $ 2,900.000 | $ 5,800.00 | $ 2,500.00 | $ 5,000.00 |
| TOTAL | $ 1,349,060.00 | $ 1,350,350.00 | $ 1,504,400.00 | $ 1,529,206.75 | $ 1,535,015.00 |
File details come from the government source that posted it. Updated .