HomeMy WebLinkAboutResolutions 5554 - Change Order 1 for Aspen Street Pedestrian BridgeVersion February 2023
RESOLUTION 5554
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA,
APPROVING ALTERATION / MODIFICATION OF CONTRACT WITH BLANTON CONSTRUCTION,
LLC
WHEREAS, the City Commission did on, March 24, 2023, authorize the award of the bid
for the Aspen Street Pedestrian Bridge, to Blanton Construction, LLC, Belgrade, Montana; and
WHEREAS, Section 7-5-4308, Montana Code Annotated, provides that any such
alterations or modifications of the specifications and/or plans of the contract be made by
resolution; and
WHEREAS, it has become necessary in the prosecution of the work to make alterations or
modifications to the specifications and/or plans of the contract.
NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman,
Montana, that the proposed modifications and/or alterations to the contract between the City
of Bozeman, a municipal corporation, and Blanton Construction, LLC and Belgrade, Montana as
contained in the Change Order 1, attached hereto, be and the same are hereby approved; and
the City Manager is hereby authorized and directed to execute the contract change order for and
on behalf of the City; and the City Clerk is authorized and directed to attest such signature.
PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman,
Montana, at a regular session thereof held on the 23rd day of January, 2023.
___________________________________
Terry Cunningham
Mayor
DocuSign Envelope ID: 89F23BE8-E538-4C74-AFAD-9E6E75277B37
Version February 2023
ATTEST:
___________________________________
MIKE MAAS
City Clerk
APPROVED AS TO FORM:
___________________________________
GREG SULLIVAN
City Attorney
DocuSign Envelope ID: 89F23BE8-E538-4C74-AFAD-9E6E75277B37
ALEX NEWBY
Deputy City ClerkXXXXXXXXXX
XXXXXXXXXXXXX
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CHANGE ORDER No. 01 DATE OF ISSUANCE January 23, 2024 EFFECTIVE DATE January 23, 2024 OWNER City of Bozeman CONTRACTOR Blanton Construction, LLC Contract: May 11, 2020 Project: Aspen Street Pedestrian Bridge OWNER's Contract No. ENGINEER KLJ Engineering, LLC ENGINEER's Contract No. You are directed to make the following changes in the Contract Documents: Description: The city has elected to change the Bridge Superstructure to a prefabricated 10 ft x 45 ft steel bridge with a timber deck. The change will require the abutments to be redesigned based on calculations from the bridge supplier. Upon execution of the change order, a payment of 25% of the Bridge Superstructure price will be made to the contractor for design calculations and shop drawings to be provided by the bridge supplier. The remaining 75% will be paid upon the completion and placement of the Bridge Superstructure. A time extension is included. The original contract included 365 days from the date when the Contract Times Commenced (June 12, 2023). A time extension of 202 days will be included to extend the contract time to December 31, 2024. Note: An additional change order is anticipated once the abutment design is final to account for any changes to the other bid items. Reason for Change Order: Through conversations between the Owner, Engineer and the Contractor, a prefabricated bridge was identified as an alternative. Attachments: Proposal attached
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIMES:
Original Contract Price $ 367,137.00
Original Contract Times: 365 Calendar Days Substantial Completion: 365 Calendar Days Ready for final payment: 365 Calendar Days (days or dates)
Net Increase (Decrease) from previous Change Orders: $ 0.00
Net change from previous Change Orders Substantial Completion: 0 Ready for final payment: 0 (days)
Contract Price prior to this Change Order: $ 367,137.00
Contract Times prior to this Change Order: Substantial Completion: 365 Calendar Days Ready for final payment: 365 Calendar Days (days or dates) Net (decrease) of this Change Order: $ (23,062.00)
Net increase (decrease) this Change Order: Substantial Completion: 202 Calendar Days Ready for final payment: 202 Calendar Days (days)
Contract Price with all approved Change Orders: $ 344,075.00
Contract Times with all approved Change Orders: Substantial Completion: 567 Calendar Days Dec 31, 2024 Ready for final payment: 567 Calendar Days Dec 31, 2024 (days or dates)
DocuSign Envelope ID: 89F23BE8-E538-4C74-AFAD-9E6E75277B37
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Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items, except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further, that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the work quantities and value were properly determined and are correct. CONTRACTOR (Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER - Signature) Date OWNER (Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute.
Change Order 1 Detail
Item No. Description Unit Qty. Unit Price Scheduled Value
209 Bridge Superstructure LS (1.00) $127,028.00 $(127,028.00)
209 Bridge Superstructure LS 1.00 $103,966.00 $103,966
Schedule Total $(23,062.00)
DocuSign Envelope ID: 89F23BE8-E538-4C74-AFAD-9E6E75277B37
1/24/2024
1/24/2024 1/24/2024
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CHANGE ORDER INSTRUCTIONS A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times.
Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes.
If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed.
For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used. B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form, including a description of the changes involved and attachments based upon
documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval,
depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies should be sent
to the other party for approval. Engineer should make distribution of executed copies after approval by both parties.
If a change only applies to price or to times, cross out the part of the tabulation that does not apply.
DocuSign Envelope ID: 89F23BE8-E538-4C74-AFAD-9E6E75277B37
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DocuSign Envelope ID: 89F23BE8-E538-4C74-AFAD-9E6E75277B37
4401 Main Ave.
Fargo, ND 58103
Phone: (701) 282-2345
Fax: (701) 282-5516
Project Name: East Aspen Street Pedestrian Bridge
City, State: Bozeman, MT
B03231752
Date: 10/28/23 Quotation is valid for 15 days due to steel
and fuel volatility
TrueNorth Steel Territory Sales Manager: Mike Busscher
Phone: 406-698-4305
Email: michael.busscher@truenorthsteel.com
Estimator: Rick Jones
QTY SIZE PRICE
PEDESTRIAN TRAIL BRIDGE
110' x 45'
Weathering Steel Construction
Design Load - 90 psf and H5
Travel-way - 10' nominal inside-of-truss to inside of truss
Travel Length - 45' end to end of truss
TO INCLUDE:
• Structural Steel - A588/A847 weathering steel for paint-free performance
• 4'' spacing between safety rail
• Horizontal safety rail that conforms to AASHTO safety parameters
• 54'' safety rail height
• Additional rail options: Rub Rail
• 2x10 Douglas Fir SS factory installed with corrosion resistant hardware
• Design drawings stamped by a MT Professional Engineer
• 1 Bridge Section(s), Approximate weight is 16000 lbs.^
* Price does not include embedded anchor bolts for pre-cast or poured in place concrete.
QUOTE
10' x 45' Pre-fabricated Pedestrian Bridge
DESCRIPTION
* Hardware bolts and fasteners may include foreign/import content. It is TrueNorth Steel’s intent to maximize domestic sourcing of raw
materials and hardware when available.
• Hardware - Weathering steel splice bolts (if required) and bearing assemblies
(includes (8) anchor bolts)
* TrueNorth Steel will design the anchor bolts for shear and tension of the bolt only for lateral and uplift forces. Embedment and foundation
checks by the foundation engineer of record. Any request for TNS to perform checks will be at the cost of the contractor.
BOM Reference: 17782
Quote #:
Page 1 of 4
DocuSign Envelope ID: 89F23BE8-E538-4C74-AFAD-9E6E75277B37