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Last Updated 06/19/2023 02:01 PM
Project Title

Quail Bluff Tank Overflow

Physical Address View project details and contacts
City, State (County) Logan, UT 84321   (Cache County)
Category(s) Heavy and Highway, Sewer and Water
Sub-Category(s) Site Development, Storage/Water Tanks
Contracting Method Competitive Bids
Project Status Contract Award, Construction start expected March 2023
Bids Due View project details and contacts
Estimated Value $69,688 [brand] Estimate
Plans Available from Civil Engineer
Owner View project details and contacts
Architect View project details and contacts
Description

For Quail Bluff Tank Overflow Contractors should be prepared to submit documentation with their PROPOSAL as outlined in the INSTRUCTIONS FOR BIDDERS as a part of a Contractor Qualification Process. A Bid Bond, or cashier's check for 5% of bid, payable to City of Logan, must accompany each bid, along with a proposed SCHEDULE FOR CONSTRUCTION COMPLETION. Upon awarding of the bid, a PAYMENT BOND and a PERFORMANCE BOND will be required for 100% of any bid which exceeds $5,000. Questions regarding bid, please contact Sadie Boyer at sadie.boyer@loganutah.org The right is reserved by the City of Logan to reject any or all bids. During the Bidding period, all questions pertaining to the project or bid shall be submitted in writing by February 23, 2023 @ 2:00 p.m. to sadie.boyer@loganutah.org. The responses to these questions will be posted daily on the City of Logan's, Purchasing Division website. ARTICLE 1 - THE PROJECT The Project for which the Work under the Contract Documents shall apply is generally described as follows: QUAIL BLUFF TANK OVERFLOW LOGAN CITY IS PREPARING TO CONSTRUCT AN OVERFLOW DRAIN AT THE QUAIL BLUFF TANK AT THE MOUTH OF DRY CANYON. THIS OVERFLOW WILL REPLACE AN EXISTING DRAIN LINE WHICH DRAINS INTO A NEIGHBORING PROPERTY. THE NEW DRAIN LINE WILL CONSIST OF 10-INCH PIPE (SEE FOLLOWING PARAGRAPH FOR DETAILS ON TYPE OF PIPE). IT WILL FOLLOW THE ALIGNMENT OF AN EXISTING ACCESS ROAD TO THE QUAIL BLUFF TANK. THE START OF THE DRAIN LINE WILL BE CONNECTED TO THE EXISTING DRAIN PIPE. THE END OF THE DRAIN LINE WILL BE CONNECTED TO AN EXISTING MANHOLE WITH A WATERTIGHT SEAL.

Details

Division 02 - Existing Conditions, Subsurface Investigation.
Division 03 - Concrete, Concrete Reinforcing, Cast-in-Place Concrete.
Division 05 - Metals, Structural Metal Framing, Metal Decking.
Division 23 - Heating, Ventilating, and Air Conditioning (HVAC), Facility Fuel Piping, Facility Fuel-Storage Tanks.
Division 31 - Earthwork, Clearing and Grubbing, Grading.
Division 32 - Exterior Improvements, Fences and Gates.
Division 33 - Utilities, Storm Drainage Utilities.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents