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Emerging Contaminant Water Main Improvements Addendum No. 1 Invitation to BidPage 1 of 2 ADDENDUM NO. 1 EMERGING CONTAMINANT PFAS – WATER MAIN IMPROVEMENTS – 2025 CITY OF KALISPELL, MT Date of Addendum: August 15, 2025 Bid Opening Date: September 4, 2025 This addendum modifies the Contract Documents, Specifications and Construction Drawings for the Emerging Contaminant PFAS – Water Main Improvements – 2025 project in Kalispell, Montana, as set forth herein: CONTRACT DOCUMENTS AND SPECIFICATIONS 1. SECTION 00100 INVITATION TO BID Revise the following paragraph to read: A Pre-Bid Meeting will be held in the City Hall Council Chambers First Floor Conference Room, 201 First Avenue East, Kalispell, Montana 59901 at 9:00 am 2:00 pm on Tuesday, August 19th, 2025. Interested Bidders are encouraged to attend the Pre-Bid Meeting. 2. SECTION 00300 – BID SHEET Add the following bid item for the Schedule One bid sheet: Bid Item Description Unit Quantity Total Price Total Price 1.09 24-inch Gate Valve EA 1 $ $_________ This change will be added to QuestCDN. 3. SECTION 00301-1 – CERTIFIED BID FORM Add the following bid item to the Schedule One Certified Bid Form. Bid Item Description Unit Quantity Total Price Total Price 1.09 24-inch Gate Valve EA 1 $ $_________ This change will be added to QuestCDN. 4. SECTION 00905 – SPECIAL PROVISION #4 Add the following language: The Contractor must contact the Asbestos Control Program and maintain compliance with State laws. Montana DEQ must receive an asbestos project permit application five to ten working days prior to the start date of the job. Contractor shall provide a certified asbestos abatement contractor as required at no additional cost to the owner. Page 2 of 2 CONSTRUCTION DRAWINGS 1. SHEET C1-3 A 24-inch Gate Valve has been added to the contract at station 5+01.8 of the Tank Piping Plan and Profile. The gate valve at this location shall be provided to meet the requirements of Section 02660, Part 2.8 except this location shall be provided with a standard nut operator without gearing. The valve box at this location must be provided with an operator extension. The extension shall be a solid steel bar, with a 2” ductile iron square nut, black powder epoxy coating, a minimum of two (2) centering donuts, and set screws to secure the extension to the valve nut. The changes are depicted on the attached Sheet C1-3. ATTACHMENTS Addendum No.1 - Sheet C1-3. END OF ADDENDUM NO. 1 ROBERT PECCIA AND ASSOCIATES _________________________________ Neal Levang, PE Senior Design Team Leader C1 - 3 TA N K P I P I N G PL A N A N D P R O F I L E ST A . 3 + 0 0 T O E N D C1-3 CONSTRUCTION NOTES: DE S I G N E D B Y DR A W N B Y CH E C K E D B Y DA T E PR O J E C T N O . FI L E SHEET PR O J E C T T I T L E SH E E T T I T L E AP P R . DA T E RE V I S I O N SY M BY OF EM E R G I N G C O N T A M I N A N T PF A S I M P R O V E M E N T S - 2 0 2 5 Ka l i s p e l l , M o n t a n a RPA Copyright ã Robert Peccia & Associates 2025 N. L E V A N G , P . E . C. H A R K E N B. K O E N I G , P . E . AU G U S T 2 0 2 5 24 7 0 3 TANK PIPING PLAN AND PROFILE