Oatfield Rd Water Main Replacement - Phase 1
| Project #: | 2025-DW02 (ITB) |
|---|---|
| Issued by: | Oak Lodge Water Services |
| Publish Date: | Jul 7, 2025 2:00PM |
| Bids Due Date: |
Jul 24, 2025 2:00PM
(Pacific Daylight Time)
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| Price Range: | 2,000,000 - 2,200,000 |
| Status: | Award pending |
Description
This project generally consists of replacing approximately 3350 feet of cast iron pipe with ductile iron pipe and associated fittings, valves, meters, and connections along SE Oatfield Rd, and associated side streets.
Line Items
This solicitation has the following line items for which you can submit a bid. Please review the bidding instructions in the bid documents for information on these line items:
| Item No | Item | Unit of Measure | Quantity | Cost | Required? |
|---|---|---|---|---|---|
| 1 | Mobilization | LS | 1.00 |
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| 2 | Temporary Work Zone Traffic Control, Complete | LS | 1.00 |
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| 3 | Erosion Control | LS | 1.00 |
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| 4 | Construction Staking | LS | 1.00 |
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| 5 | Removal of Curbs | FOOT | 345.00 |
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| 6 | Removal of Sidewalks and Driveways | SQFT | 1669.00 |
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| 7 | Removal of Surfacings | SQYD | 1877.00 |
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| 8 | Removal of Striping | SQFT | 24.00 |
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| 9 | Removal of Meter Boxes and Abandon Water Service In-Place | EACH | 52.00 |
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| 10 | Abandon in Place Water Valves | EACH | 11.00 |
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| 11 | Removal of Hydrants | EACH | 2.00 |
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| 12 | Cap Existing Water Main | EACH | 16.00 |
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| 13 | 6-Inch Connection to 6-Inch Existing Main | EACH | 5.00 |
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| 14 | 8-Inch Connection to 8-Inch Existing Main | EACH | 4.00 |
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| 15 | 8-Inch Tapping Sleeve and 6-Inch Valve Assembly | EACH | 1.00 |
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| 16 | Straddle Block | EACH | 1.00 |
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| 17 | Ductile Iron Pipe, Fully Restrained, 6-Inch | FOOT | 253.00 |
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| 18 | Ductile Iron Pipe, Fully Restrained, 8-Inch | FOOT | 3103.00 |
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| 19 | Ductile Iron Pipe Tee, 8 x 6 Inch | EACH | 6.00 |
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| 20 | Ductile Iron Pipe Tee, 8 Inch | EACH | 7.00 |
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| 21 | Ductile Iron Pipe Bend, 6-Inch 11.25-Degrees | EACH | 1.00 |
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| 22 | Ductile Iron Pipe Bend, 6-Inch 45-Degrees | EACH | 4.00 |
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| 23 | Ductile Iron Pipe Bend, 8-Inch 11.25-Degrees | EACH | 12.00 |
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| 24 | Ductile Iron Pipe Bend, 8-Inch 22.5-Degrees | EACH | 5.00 |
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| 25 | Ductile Iron Pipe Bend, 8-Inch 45-Degrees | EACH | 8.00 |
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| 26 | Resilient Wedge Gate Valve, 6-Inch | EACH | 6.00 |
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| 27 | Resilient Wedge Gate Valve, 8-Inch | EACH | 24.00 |
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| 28 | MJ Plug/Blind Flange on Existing Water Valve | EACH | 1.00 |
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| 29 | Temporary Cap for Future Construction | EACH | 1.00 |
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| 30 | Fire Hydrant Assembly | EACH | 4.00 |
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| 31 | Hydrant Bollard | EACH | 2.00 |
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| 32 | Water Service Connection, 1-Inch | EACH | 52.00 |
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| 33 | Water Service Connection, 2-Inch | EACH | 1.00 |
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| 34 | Water Service Assembly, 3/4-Inch | EACH | 48.00 |
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| 35 | Water Service Assembly, 1-Inch | EACH | 4.00 |
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| 36 | Water Service Assembly, 2-Inch | EACH | 1.00 |
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| 37 | Connect Existing Service to New 3/4-Inch Meter Assembly | EACH | 48.00 |
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| 38 | Connect Existing Service to New 1-Inch Meter Assembly | EACH | 4.00 |
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| 39 | Connect Existing Service to New 2-Inch Meter Assembly | EACH | 1.00 |
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| 40 | Sampling Station | EACH | 1.00 |
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| 41 | Asphalt Pavement Sawcutting | FOOT | 8000.00 |
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| 42 | Asphalt Concrete Pavement Restoration | SQYD | 1877.00 |
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| 43 | Concrete Curb | FOOT | 264.00 |
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| 44 | Concrete Curb and Gutter | FOOT | 81.00 |
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| 45 | Concrete Driveway | SQFT | 87.00 |
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| 46 | Concrete Sidewalk | SQFT | 1582.00 |
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| 47 | Extra for New Curb Ramp | EACH | 4.00 |
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| 48 | Grind and Inlay, 2-Inch | SQYD | 5415.00 |
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| 49 | Multiple Mailbox Supports | EACH | 1.00 |
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| 50 | Longitudinal Pavement Markings | FOOT | 10488.00 |
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| 51 | Transverse Pavement Markings, Crosswalks and Stop Bars | SQFT | 339.00 |
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| 52 | Pavement Legends, Bicycle Lane Stencil | EACH | 1.00 |
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| 53 | Gravel Roadway Restoration, SE Evergreen St | SQYD | 410.00 |
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| 54 | Traffic Signal Modification, SE Oatfield Rd and SE Park Ave | LS | 1.00 |
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| A-1 | Rock Excavation | CUYD | 100.00 |
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| A-2 | Tree Trimming | LS | 1.00 |
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| A-3 | Relocate Sanitary Sewer Lateral | EACH | 5.00 |
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Attachments
This project has the following solicitation documents.
You will need to:
Be logged into Bid Locker- Be registered with Oak Lodge Water Services
Vendor Questions and Answers
Submitted Questions About This Bid
These are vendor questions for which the agency has supplied an answer.
| Questions | |
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| Why is the anticipated contract start set for October and not sooner? |
Asked Jul 14, 2025 10:49AM
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Answer:
The time between bid closing and October is time spent presenting to the Oak Lodge Board, completing bid documents and completing the permitting process with Clackamas County. The October date is what is expected to be the start of construction. |
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| Is there a Geotechnical Report available for this project? |
Asked Jul 15, 2025 8:35AM
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Answer:
Geotechnical report (letter) has been uploaded. |
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| The bid docs say to see Section 26 of the Public Improvement Contract for the required coverage and limits. I’m not seeing this in the documents uploaded to bid locker. Where can these limits be found? |
Asked Jul 15, 2025 12:24PM
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Answer:
Example contract has been uploaded to bid locker. |
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| Your Schedule on Page 4 of 56 of the Contract Documents shows an Anticipated Contract Start Date of October 15, 2025; Anticipated Substantial Completion Date of January 30, 2026; Anticipated Final Completion of June 26, 2026; and anticipated number of days 254 calendar days. We believe the Substantial Completion Dated of January 30, 2026, to be in ERROR and should be June 26, 2026, to match the allowable number of Contract Calendar Days. Please provide clarification. |
Asked Jul 15, 2025 4:45PM
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Answer:
The large gap between substantial completion and final completion is because weather requirements for paving by Clackamas County. The dates are correct. |
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| Can you elaborate on 1.13 in the ITB documents? We want to make sure the preference/percentage is only granted in the event of a tie (ORS 279A.120 (2)(a)) and not a blanket percentage penalty to the bid as a penalty of being out of state as only the text of ORS 279A.120 (2)(b) is included in the ITB. "As required by ORS 279A.120, and solely for the purpose of determining the lowest responsive Bidder, the Owner shall add a percent increase to each out-of-state bid amount equal to the percent of preference given to local Bidder’s in the Bidder’s home state. " |
Asked Jul 16, 2025 9:52AM
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Answer:
Oak Lodge has included that language in our bid documents to reserve the right to add the percentage if we need to. I see that you are from Vancouver, so that close proximty would not warrant any percentage penalty. The tie would be the only situation in which we would apply the penalty. |
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| We received a question about the amount of time between start of work and substantial completion, and that there is concern that this it not enough time for the pipe work. Could this January 30th date be extended? |
Asked Jul 17, 2025 12:57PM
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Answer:
The reason for this tight time frame is to encourage the contractor to prioritize completing the pipe work as soon as possible and to limit the impact to the public during construction. Since there isn't any language about a secondary Oak Lodge cannot apply liquidated damages until the official end of contract date of June 26, 2026. |
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| Are you providing a bid form or are the numbers entered in to Bid Locker individually? Do we just submit on our own bid form? Also, do you want the three alternate bid items separate from the base bid? |
Asked Jul 21, 2025 8:58AM
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Answer:
There is no separate bid form. Please enter the values into Bid Locker. The alternate bid items will be part of the calculation, not separate. |
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For Questions or Additional Information, Contact:
Name: Oak Lodge Water Services
Email: procurement@olws.org
Planholders
Planholders
These are the vendors who have downloaded the solicitation documents:
| Business | When |
|---|---|
| AKS Engineering and Forestry | Jul 23, 2025 |
| B&G EXCAVATION AND PLUMBING LLC |
Jul 11, 2025
(sole)
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| Braun Construction & Design, LLC | Jul 14, 2025 |
| ConstructConnect | Jul 14, 2025 |
| Core And Main | Jul 8, 2025 |
| Dirt and Aggregate Interchange | Jul 15, 2025 |
| DJC Oregon Project Center | Jul 11, 2025 |
| Emery & Sons Construction Group, LLC | Jul 14, 2025 |
| Eugene Builders Exchange | Jul 8, 2025 |
| GRADE WERKS EXCAVATING LLC |
Jul 15, 2025
(prime)
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| Interlaken Inc. | Jul 11, 2025 |
| James W. Fowler Co. |
Jul 9, 2025
(prime, sole)
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| Kerr Contractors Oregon, LLC |
Jul 9, 2025
(prime)
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| KKLA Contractors |
Jul 17, 2025
(prime)
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| Landis & Landis Construction, LLC |
Jul 11, 2025
(prime)
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| Lawson Corp |
Jul 21, 2025
(prime)
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| Pacific Excavation | Jul 24, 2025 |
| Plan Center Northwest |
Jul 8, 2025
(plan center)
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| ROGER LANGELIERS CONSTRUCTION |
Jul 16, 2025
(sub)
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| Salem Contractors Exchange | Jul 8, 2025 |
| Seattle Daily Journal of Commerce |
Jul 8, 2025
(plan center)
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| SLE Inc. |
Jul 16, 2025
(prime)
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| The Saunders Company | Jul 16, 2025 |
| Top Grade Plumbing, LLC | Jul 10, 2025 |
| Trench Line Excavation, Inc. | Jul 8, 2025 |
| Turney Excavating Inc. |
Jul 18, 2025
(prime)
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| Western Systems, Inc. | Jul 22, 2025 |
| Westlake Consultants, Inc. | Jul 16, 2025 |
Solicitation Change History
Changes to This Listing:
| Change | |
|---|---|
| The following bid documents were added: Oatfield Water Line Replacement Pavement Evaluation Letter.pdf |
Jul 15, 2025 |
| The following bid documents were added: Public Improvement Contract.pdf |
Jul 15, 2025 |
| No changes detected. |
Jul 15, 2025 |
About Oak Lodge Water Services
Oak Lodge Water Services (OLWS) provides drinking water, wastewater, and watershed protection services to approximately 29,000 residents and businesses in Oak Grove, Jennings Lodge, and parts of Milwaukie and Gladstone.
Our system includes 208 miles of drinking water and wastewater pipes, 3,123 catch basins, and 773 fire hydrants. Additionally, we operate a wastewater treatment plant that processes over 1.5 billion gallons of wastewater each year.
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