4140 SW Watson Stormwater Outfall to Beaverton Creek Retrofit, CIP 8135B
| Project #: | 3979-23 |
|---|---|
| Issued by: | City of Beaverton, OR |
| Publish Date: | Jan 24, 2023 8:00AM |
| Bids Due Date: |
Feb 21, 2023 2:00PM
(Pacific Standard Time)
|
| Status: | Awarded |
| Award Notes: | Notice of Intent to Award to Pacific Excavation, Inc. of Eugene, OR at the Beaverton City Council Meeting on April 4, 2023. Posted 02/21/23. |
Description
The City of Beaverton is accepting will only accept electronic bids for the project, 4140 SW Watson Stormwater Outfall to Beaverton Creek Retrofit, CIP 8135B, Project No. 3979-23. The project consists of the installation of approximately 793 lineal feet of 12” diameter and 6 lineal feet of 6” diameter new water main, with 4 water services, 1 hydrant, and associated structures. This project also includes the installation of approximately 17 lineal feet of 12” diameter, 319 lineal feet of 18” diameter, and 5 lineal feet of 36” diameter new storm main, with associated manholes and structures. It also includes the installation of approximately 33 lineal feet of 8” diameter, 253 lineal feet of 15” diameter, and 56 lineal feet of 30” diameter new sanitary sewer main installed onto a live system, with associated manholes. In addition to the work described above, the project also consists of the removal of approximately 375 lineal feet of existing water main, sanitary sewer main, and storm sewer piping to accommodate the new piping, and 10 sanitary sewer manholes. The project is in an area with trees and many existing utilities which must be protected; significant utility coordination will be required. The work also includes installation of StormFilter® cartridges into an existing vault. The project cost is approximately between $1,000,000 and $1,500,000.
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 | Required? |
|---|---|---|---|---|
| A-1 | Mobilization / De-Mobilization | LS | 1.00 |
|
| A-2 | Temporary Work Zone Traffic Control, Complete (includes traffic control for connections to the existing system) | LS | 1.00 |
|
| A-3 | Erosion Control | LS | 1.00 |
|
| A-4 | Pollution Control Plan | LS | 1.00 |
|
| A-5 | Removal of Manholes, Complete | EA | 6.00 |
|
| A-6 | Removal of Manholes, To 3’ Below Grade | EA | 5.00 |
|
| A-7 | Sawcut | LF | 4950.00 |
|
| A-8 | Removal of Shrubbery | LS | 1.00 |
|
| A-9 | Removal of Trees | EA | 7.00 |
|
| A-10 | Exploratory Excavation (including potholing as needed) | CY | 30.00 |
|
| A-11 | Trench Resurfacing, Temporary (2” thick) | SY | 450.00 |
|
| A-12 | Trench Resurfacing, Permanent (6" thick), T-Cut Per COB Detail 300 | SY | 750.00 |
|
| A-13 | Remove & Replace Concrete Curb & Gutter | LF | 140.00 |
|
| A-14 | Remove & Replace Concrete Type-A Curb | LF | 10.00 |
|
| A-15 | Remove & Replace Concrete Walk | SF | 1750.00 |
|
| A-16 | Remove & Replace Commercial Concrete Driveway | SF | 700.00 |
|
| A-17 | Relocate Tree | EA | 3.00 |
|
| A-18 | Tree Protection | LS | 1.00 |
|
| A-19 | Landscape Restoration | LS | 1.00 |
|
| A-20 | Remove and Replace Chain Link Fence | LF | 20.00 |
|
| B-1 | 6" Ductile Iron Potable Water, Zinc Coated Pipe w/ Poly Wrap Encasement, Zinc Coated Fittings & Couplings w/ Restrained Joints, Class B Backfill | LF | 20.00 |
|
| B-2 | 8" Ductile Iron Potable Water, Zinc Coated Pipe w/ Poly Wrap Encasement, Zinc Coated Fittings & Couplings w/ Restrained Joints, Class B Backfill | LF | 65.00 |
|
| B-3 | 12" Ductile Iron Potable Water, Zinc Coated Pipe w/ Poly Wrap Encasement, Zinc Coated Fittings & Couplings w/ Restrained Joints, Class B Backfill | LF | 793.00 |
|
| B-4 | 2” Blowoff Assembly (temporary) | EA | 4.00 |
|
| B-5 | 4” Blowoff Assembly (permanent) | EA | 1.00 |
|
| B-6 | Chlorination Tap (temporary) | EA | 4.00 |
|
| B-7 | Connection to Existing 12” Water Main (SW Canyon Road), per detail on sheet W7 | EA | 1.00 |
|
| B-8 | Connection to Existing 12” Water Main (SW Millikan Way), per detail on sheets W9-W10 | EA | 1.00 |
|
| B-9 | Connection to Existing 12” Water Main (SW Watson Ave), per detail on sheet W11 | EA | 1.00 |
|
| B-10 | Abandoning Existing Water Structures (Ex Valves, Mains) | LS | 1.00 |
|
| B-11 | Reconnect to Existing Fire Vault | LS | 1.00 |
|
| B-12 | 8” RSGV | EA | 1.00 |
|
| B-13 | 12” Butterfly Valve | EA | 5.00 |
|
| B-14 | Fire Hydrant Assembly w/ 6" RSGV | EA | 1.00 |
|
| B-15 | Remove Ex Fire Hydrant Assembly | EA | 1.00 |
|
| B-16 | 2" Rigid Copper Water Service Connection w/ Class B Backfill | EA | 2.00 |
|
| B-17 | 2" Plumbing Connection to Ex Backside Plumbing | EA | 2.00 |
|
| B-18 | 1" Rigid Copper Water Service Connection w/ Class B Backfill | EA | 2.00 |
|
| B-19 | 1" Plumbing Connection to Ex Backside Plumbing | EA | 2.00 |
|
| B-20 | 1" Combination Air Release Air Vacuum Valve Assembly | EA | 1.00 |
|
| C-1 | Mainline Video Inspection | LF | 319.00 |
|
| C-2 | Service Line Video Inspection, Push Camera | EA | 3.00 |
|
| C-3 | 12-inch Storm Sewer Pipe w/ Associated Fittings, Class B Backfill | LF | 17.00 |
|
| C-4 | 18-inch Storm Sewer Pipe w/ Associated Fittings, Class B Backfill | LF | 319.00 |
|
| C-5 | 36-inch Storm Sewer Pipe w/ Associated Fittings, Class B Backfill | LF | 5.00 |
|
| C-6 | 48” Concrete Storm Sewer Manholes | EA | 2.00 |
|
| C-7 | 60” Concrete Manholes, Large Precast | EA | 1.00 |
|
| C-8 | Concrete Manholes, Diversion | EA | 1.00 |
|
| C-9 | Concrete CG-48 Manholes, Diversion | EA | 1.00 |
|
| C-10 | Concrete Structure, Diversion | EA | 1.00 |
|
| C-11 | Connection to Existing Structures | EA | 3.00 |
|
| C-12 | Extra for Manholes Over Existing Sewers | EA | 5.00 |
|
| C-13 | Abandoning/Filling Existing Storm Sewer Structures (Ex. Pipe) | LS | 1.00 |
|
| C-14 | Water Quality Structure, Cartridges | LS | 1.00 |
|
| D-1 | Mainline Video Inspection | LF | 342.00 |
|
| D-2 | 8-inch Reinforced Concrete Sanitary Sewer Pipe w/ Associated Fittings, Class B Backfill | LF | 33.00 |
|
| D-3 | 15-inch Polyvinyl Chloride Sanitary Sewer Pipe w/ Associated Fittings, Class B Backfill | LF | 253.00 |
|
| D-4 | 30-inch Reinforced Concrete Sanitary Sewer Pipe w/ Associated Fittings, Class B Backfill | LF | 56.00 |
|
| D-5 | Connection to Existing 30” Sanitary Sewer Pipe | EA | 2.00 |
|
| D-6 | 48” Concrete Sanitary Sewer Manholes - Standard | EA | 1.00 |
|
| D-7 | 48” Concrete Sanitary Sewer Manholes – Doghouse Type | EA | 2.00 |
|
| D-8 | 72” Concrete Sanitary Sewer Manholes – Standard | EA | 1.00 |
|
| D-9 | 72” Concrete Sanitary Sewer Manholes – Doghouse Type | EA | 1.00 |
|
| D-10 | 84” Concrete Sanitary Sewer Manholes – Doghouse Type | EA | 1.00 |
|
| D-11 | Abandoning/Filling Existing Sanitary Sewer Structures (Ex Pipe, Manholes) | LS | 1.00 |
|
Attachments
This project has the following solicitation documents.
Pre-Bid Conference Information
NON-MANDATORY PRE-BID CONFERENCE: A pre-bid conference for this project will be held at 10:00 a.m. on 2/7/2023 on Zoom at:
| Conference Date |
|---|
|
Feb 7, 2023 10:00AM
(Pacific Standard Time)
Before you can register your attendance, you will need to register your vendor profile with City of Beaverton, OR using the "Register" button below. |
Vendor Questions and Answers
Submitted Questions About This Bid
These are vendor questions for which the agency has supplied an answer.
| Questions | |
|---|---|
| with supply chains still behind is the city willing to work with contractors on the tentative completion date in the bid docs? if so should the bids required calendar schedule have the actual tentative start date we expect to have materials by? or should we stick with the ntp in the bid so as not to get disqualified on a technicality? |
Asked Jan 25, 2023 12:05PM
|
|
Answer:
The City of Beaverton prefers that the tentative construction schedule reflect the actual/realistic timeline and start date that accounts for materials delays. This is preferred and will not disqualify the proposing vendor from being a responsive bidder on the bid. |
|
| Per ODOT spec 00170.70 (k) is Builder's Risk Installation Floater insurance required. |
Asked Feb 14, 2023 5:00PM
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Answer:
Per the sample contract included, Builders’ Risk Insurance is not required. |
|
| Does the City really want to use laser profiling on this job? |
Asked Feb 16, 2023 10:40AM
|
|
Answer:
City requires work to be done per Section 00415 – Video Pipe Inspection. Deflection testing may be done using either of the listed methods. |
|
| Will the City be doing the final video inspections themselves or will that be on the contractor? |
Asked Feb 16, 2023 10:40AM
|
|
Answer:
The Contractor is expected to do the final video inspection and there is a bid item for “Mainline Video Inspection” and “Service Line Video Inspection, Push Camera”. |
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For Questions or Additional Information, Contact:
Name: Michael Phillips
Email: bidmail@BeavertonOregon.gov
Solicitation Change History
Changes to This Listing:
| Change | |
|---|---|
| The following bid documents were added: 3979-23 - Watson - ITB - Addendum 1.pdf |
Feb 8, 2023 |
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