Addendum No.2 - ITB 22-021-PW.pdf
PDF 321 KB Posted
- Solicitation number
- S-P00140-00002232
- Issued by
- Lane County, Oregon
About this file
This document is Addendum No. 2 to the Invitation to Bid (ITB) 22-021-PW issued by the Eugene Water & Electric Board (EWEB) for the construction of two 7.5-million-gallon (MG) AWWA D110 storage tanks, associated yard piping, and site work at the EWEB-owned E. 40th Ave Storage Tank site in Eugene, Oregon. The addendum provides responses to 16 questions received from bidders, including details on dewatering requirements, noise limits, working hours, parking, electrical design, bid date extension, valve sizes, seismic controllers, engineer's estimate, concrete mix requirements, and conduit routing. The addendum also includes seven technical addendum items that modify the original bid documents.
The engineer's estimate for the project is $17,000,000. The bid closing date and time remain unchanged, and bidders must acknowledge receipt of this addendum by signature and returning a copy or by circling the addendum number on the bid form. The contract is for the construction of the storage tanks and related site work in Eugene, Oregon, within Lane County.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
March 4, 2022
ADDENDUM #2
E. 40th Ave Storage Tanks – Tank Construction
ITB 22-021-PW
This addendum modifies the bidding document(s) for work only to the extent indicated herein. All other areas not specifically mentioned or affected by this addendum shall remain in full force. This addendum shall be added as a part of the original bidding document and shall become part of the work required.
1. Pre-Bid Attendance List attached.
2. Responses to Questions Received:
Question 1: What are the dewatering requirements?
Response: The City of Eugene Erosion and Sediment Control 1200 CN permit requires that a dewatering plan be submitted and approved by the City of Eugene. The permit requires that the plan be prepared and stamped by an Engineer licensed in the State of Oregon. The dewatering plan is within the scope of the bid and will need to be provided by the contractor.
Question 2: What are the noise limits?
Response: The work is required to adhere to the City of Eugene Noise Ordinance for construction work.
The ordinance does not have a maximum decibel limit for noisy construction activity.
Question 3: What are the normal working days and hours?
Response: The normal working days and hours are Monday through Friday 7 am to 5 pm. Hours outside of these need to be approved in advance by EWEB.
Question 4: Are there other areas available for crew parking?
Response: Parking should, when practicable, be limited to the site. Parking on Patterson St. should be avoided for everyday construction work (crew parking etc.). Contractor is responsible for finding suitable parking if more than what is available on site or nearby is not sufficient.
Question 5: Will additional details be provided for the electrical design?
Response: Additional details will be provided for the electrical design at a later stage in the work. For the purposes of this contract, the electrical scope is limited to the conduits shown on E11 and E12.
Wiring, panel, and termination details will follow.
Question 6: Can the bid date be extended a week?
Response: It is not possible to extend the bid date due to the requirements of the project schedule.
Question 7: Will E20 be provided, it is missing from the drawing set?
Response: E20 will be removed. Please delete the reference from the set and change the total page number count on the bottom of each sheet from 56 to 55.
Question 8: The Plans show 24” electric actuated valves on sheet M7 and the specs call for 18” in Specification Section 25 32 13. Which will be required 18” or 24”?
Response: The plan is correct; the valves are 24” electric actuated butterfly valves.
Question 9: Are seismic controllers going to be provided with the butterfly valves?
Response: Seismic controllers are not being provided as part of this project.
Question 10: Is there an engineer’s estimate for the work?
Response: The engineer’s estimate is $17,000,000.
Question 11: Would an ASTM C1293 ASR requirement/test method in lieu of ASTM C289 be acceptable?
Response: Results from ASTM C1293 in lieu of ASTM C289 are acceptable.
Question 12: The 1-1/2” mix (Class B Mix) is requiring 6% +/- 1%. air entrainment, is this correct?
Response: This is correct, the air entrainment is a requirement of ACI 318, Chapter 19, for any concrete exposed to freeze-thaw temperatures.
Question 13: The notes on D-38084-S15 call out an aluminum handrail but Detail 2 calls out a 316 Stainless Steel baseplate. Please confirm the material type.
Response: The call out in Detail 2 is incorrect, the base plate should be aluminum to match the handrail.
Question 14: Sheet E11 show conduits P100 and C100. What are the lengths of these conduits?
Response: P100 and C100 will be provided by others and are not included in this contract.
Question 15: On Sheet E11, is it acceptable to route the conduit on vertical strut to eliminate a trip hazard?
Response: The conduits should be surface mounted to the side of the storage tank and then be embedded in the roof concrete.
Question 16: In the requirements, the superintendent is required to be onsite full time. We are a civil contractor and there will be a period when only the tank sub will be performing work, during this time will the general contractor be able to pass the superintendent role onto the tank sub?
Response: It is acceptable to pass the superintendent role to the tank subcontractor provided they meet the minimum qualifications.
3. TECHNICAL ADDENDUM ITEMS:
Item Number Page or Drawing Location and Description of Change
1.01 25 32 13 Paragraph 2.3 P1: Replace “Rotork, IQT” with “Auma.”
1.02 25 32 13 Actuator Schedule for Butterfly Valves for both Valve Tag No. FV-1 and FV-2 Valve Dia. Replace “18” with “24”.
1.03 D-38469-G1 On the Index of Drawing Delete “56 E20
ELECTRICAL DETAILS”
1.04 D-38469-S15 Detail 2: Change material callout of baseplate to be Aluminum.
Item Number Page or Drawing Location and Description of Change
1.05 D-38469-E11 Add to the conduit description for P100 “Conduit installed by others”
1.06 D-38469-E11 Add to the conduit description for C100 “Conduit installed by others”
1.07 D-38469-E11 Add to the beginning of Note 8 “NEMA 4X”
CLOSING DATE AND TIME
The closing date and time will remain unchanged.
This addendum constitutes a MATERIAL CHANGE to the bid. ITS RECEIPT BY THE BIDDER IS TO BE ACKNOWLEDGED BY A SIGNATURE AND RETURNING A COPY OF THE ADDENDUM WITH ITS RESPONSE OR
BY CIRCLING THE ADDENDUM NUMBER IN THE APPROPRIATE AREA ON THE BID FORM.
Addendum prepared by:
Wendy Lopez, Contract Specialist
Cc: Laura Farthing
The undersigned hereby acknowledges receipt of this Addendum and agrees to be bound by the conditions therein.
Company Name: ________________________________
Signature: ______________________________________ Date __________________________
End of Addendum
Date: Time:
Marion Construction General Sub‐contractor
Mike Parkin Email: Mikep@marionconst.com
503‐581‐1920
Landis & Landis General Sub‐contractor
Mike Landis Email: mlandis@llconstruction.com
503‐466‐9043
L R Brabham, Inc. General Sub‐contractor
Jordan Brabham Email: jorday@lrbrbham.com
541‐747‐6638
Voluntary Pre‐Bid Meeting Sign In Sheet ITB #22‐021‐PW, E 40th Ave Storage Tanks ‐ Construction
March 2, 2022 10:00 AM Location: EWEB Storage Tank Site Southern end of Patterson St off of E. 40th Ave
Company Name:
Address:
Contact Name:
Phone #: Fax #:
Company Name:
Address:
Contact Name:
Phone #: Fax #:
Company Name:
Address:
Contact Name:
Phone #: Fax #:
X
Skaar Construction Inc. General Sub‐contractor
Joel Anderson Email: joel@sciconstruction.com
353‐939‐6671 253‐939‐6695
J & K Electrical General Sub‐contractor
Sarah Focht Email: sarahf@jkelectricalllc.com
541‐510‐7451
Ward‐Henshaw General Sub‐contractor
Michael Rubanks Email: mike@ward-henshaw.com
503‐475‐9529
Voluntary Pre‐Bid Meeting Sign In Sheet ITB #22‐021‐PW, E 40th Ave Storage Tanks ‐ Construction
March 2, 2022 10:00 AM Location: EWEB Storage Tank Site Southern end of Patterson St off of E. 40th Ave
Company Name:
Address:
Contact Name:
Phone #: Fax #:
Company Name:
Address:
Contact Name:
Phone #: Fax #:
Company Name:
Address:
Contact Name:
Phone #: Fax #:
XX
X X
DN Tanks General Sub‐contractor nick.belmont@dntanks.com Antonio Hernandez/Nick Belmont Email: anotino.hernandez@dntanks.com
619‐3120‐5581 503‐449‐6006
Rotschy Inc General Sub‐contractor
Scott Surkinen Email: estimator@rotschyinc.com
360‐334‐3100
Emery and Sons Construction Group LLC General Sub‐contractor
Arin Atiyen Email: bids@emeryandsons.com
503‐588‐7576
Voluntary Pre‐Bid Meeting Sign In Sheet ITB #22‐021‐PW, E 40th Ave Storage Tanks ‐ Construction
March 2, 2022 10:00 AM Location: EWEB Storage Tank Site Southern end of Patterson St off of E. 40th Ave
Company Name:
Address:
Contact Name:
Phone #: Fax #:
Company Name:
Address:
Contact Name:
Phone #: Fax #:
Company Name:
Address:
Contact Name:
Phone #: Fax #:
X
Christenson Electric Inc General Sub‐contractor X
Joel Purvis Email: joel.purvis@christenson.com
541‐908‐1072
JWF Fowler General Sub‐contractor
Dick McGelliot Email: estimating@jwfowler.com
503‐871‐4042
Wildish General Sub‐contractor
Spencer Lemmon Email: estimating@wildish.com
541‐485‐1700
Voluntary Pre‐Bid Meeting Sign In Sheet ITB #22‐021‐PW, E 40th Ave Storage Tanks ‐ Construction
March 2, 2022 10:00 AM Location: EWEB Storage Tank Site Southern end of Patterson St off of E. 40th Ave
Company Name:
Address:
Contact Name:
Phone #: Fax #:
Company Name:
Address:
Contact Name:
Phone #: Fax #:
Company Name:
Address:
Contact Name:
Phone #: Fax #:
X
Pacific Excavation, Inc General Sub‐contractor
Beau Solesbee Email: Beau@pacificexc.com
541‐726‐7380
Murray Smith, Inc General Sub‐contractor
Michael McKillip Email: Michael.McKillip@murraysmith.us
503‐225‐7010
General Sub‐contractor
Email:
Company Name:
Address:
Address:
Fax #:
Fax #:
Fax #:
Company Name:
Contact Name:
Phone #:
Contact Name:
Phone #:
Company Name:
Address:
Phone #:
Contact Name:
Southern end of Patterson St off of E. 40th Ave
Voluntary Pre‐Bid Meeting Sign In Sheet ITB #22‐021‐PW, E 40th Ave Storage Tanks ‐ Construction
March 2, 2022 EWEB Storage Tank Site10:00 AM Location:
Location and Description of Change
File details come from the government source that posted it. Updated .