Preliminary Bid Results~81.xlsx
XLSX spreadsheet 15 KB Posted
- Attached to
- 2026 MBM OR 217 Various Locations Bridge Paving
- Solicitation number
- S-73000-00017124
- Issued by
- Washington County, Barlow City, Oregon
About this file
Preliminary Bid Results Summary
This document is a preliminary bid tabulation for Oregon Department of Transportation (ODOT) Invitation to Bid (ITB) No. S-73000-00017124 for the 2026 MBM OR 217 Various Locations Bridge Paving project. The project encompasses bridge paving work at three structures on Oregon Route 217 in Washington County, with a combined deck area of approximately 30,282 square feet. Work scope includes cold plane pavement removal, bonded membrane removal and replacement, warranted waterproofing membrane installation, Level 4 dense asphalt concrete placement, striping installation, and sinusoidal rumble strip installation. The bid closing date was June 18, 2026, with estimated quantities including 3,401 square yards of bridge deck cold plane removal, 829 square yards of bridge approach slab removal, 3,667 square yards of bonded membrane removal, 33,000 square feet of warranted roll-on waterproofing membrane, 1,533 tons of Level 4 dense asphalt concrete, 1,250 feet of extruded methyl methacrylate surface profiling, and 0.21 miles of combined sinusoidal rumble strips. Substantial completion is required by September 30, 2026, with final completion by October 15, 2026.
Two bids were submitted for consideration: Knife River Corporation submitted a total bid of $824,591.50, and Northwest Granite Construction Company submitted a total bid of $892,892.00. The bid tabulation notes that it is not an indicator of award but represents all bids submitted for consideration. Unit pricing varies significantly between bidders on key line items, particularly the warranted roll-on waterproofing membrane ($3.25 versus $5.00 per square foot), bonded membrane removal ($22.00 versus $5.25 per square yard), and Level 4 dense asphalt concrete ($169.00 versus $265.00 per ton). Bid security of 10 percent of the total bid amount is required, and the project cost estimate of $1,000,000 to $1,500,000 is established for bonding purposes. Award will be made to the lowest responsive, responsible bidder contingent upon receipt of sufficient funding, with all work subject to 2024 Oregon Standard Specifications for Construction and prevailing wage requirements for BOLI Region 2 effective April 5, 2026.
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment A Form A-2 Bid Pricing Form SS.xlsx | XLSX spreadsheet | |
| Exhibit 5 - Specifications~10.pdf | ||
| Attachment B - Sample PI Contract.docx | DOCX document | |
| 00017124_Invitation to Bid.docx | DOCX document |
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Text version
Sheet1
| Date Issued: | 6/18/26 | |||
| ITB No. | S-73000-00017124 | BIDDER | ||
| NAME: | Knife River Corporation - Northwest | Granite Construction Company | ||
| Bid Closing: | June 18, 2026 | CITY/STATE: | ||
| Description: | 2026 MBM OR 217 Various Locations Bridge Paving | CCB#: | ||
| This bid tabulation is not an indicator of award. It is only a tabulation of the bids submitted for consideration. |
| Bid Item # | Description | Est | |
| QTY | UNIT | ||
| PRICE | TOTAL | ||
| PRICE | UNIT | ||
| PRICE | TOTAL |
PRICE
| 1 | MOBILIZATION | 1 | LS | $ 90,000.00 | $ 90,000.00 | $ 67,690.25 | $ 67,690.25 |
| 2 | TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE | 1 | LS | $ 130,000.00 | $ 130,000.00 | $ 90,000.00 | $ 90,000.00 |
| 3 | BRIDGE DECK COLD PLANE PAVEMENT REMOVAL, 3-4 INCHES DEEP | 3,401 | SQYD | $ 21.00 | $ 71,421.00 | $ 20.00 | $ 68,020.00 |
| 4 | BRIDGE APPROACH SLAB COLD PLANE PAVEMENT REMOVAL, 2-4 INCHES DEEP | 829 | SQYD | $ 22.00 | $ 18,238.00 | $ 20.00 | $ 16,580.00 |
| 5 | BONDED MEMBRANE REMOVAL | 3,667 | SQYD | $ 22.00 | $ 80,674.00 | $ 5.25 | $ 19,251.75 |
| 6 | WARRANTED ROLL ON WATERPROOFING MEMBRANE | 33,000 | SQFT | $ 3.25 | $ 107,250.00 | $ 5.00 | $ 165,000.00 |
| 7 | COLD PLANE PAVEMENT REMOVAL, 0 - 4 INCHES DEEP | 3,038 | SQYD | $ 16.75 | $ 50,886.50 | $ 15.00 | $ 45,570.00 |
| 8 | LEVEL 4, 1/2 INCH DENSE ACP | 1,533 | TON | $ 169.00 | $ 259,077.00 | $ 265.00 | $ 406,245.00 |
| 9 | MONO-DIRECTIONAL WHITE TYPE 1AR MARKERS | 21 | EACH | $ 42.00 | $ 882.00 | $ 35.00 | $ 735.00 |
| 10 | CONTINUOUS SINUSOIDAL RUMBLE STRIPS | 0 | MILE | $ 35,300.00 | $ 3,883.00 | $ 30,000.00 | $ 3,300.00 |
| 11 | GAP PATTERN SINUSOIDAL RUMBLE STRIPS | 0 | MILE | $ 35,300.00 | $ 3,530.00 | $ 30,000.00 | $ 3,000.00 |
| 12 | METHYL METHACRYLATE, EXTRUDED, SURFACE, PROFILED | 1,250 | FOOT | $ 7.00 | $ 8,750.00 | $ 6.00 | $ 7,500.00 |
| $ 824,591.50 | $ 892,892.00 |
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