Polk-Quincy Viaduct City-Owned Utility Relocation Project 6

The purpose of these services is to provide subsurface conditions at the exploration points that were requested by the Client. The original Scope of Services for this project included the advancement of 3 test borings to depths ranging from 25 to 35 feet below existing site grades; however, bedrock was encountered at relatively shallow depths, and the borings were terminated at refusal depths ranged from 7 to 13 feet below existing grades. After further discussions with the Client, 2 additional borings were requested and completed to reach the Client desired depth of 35 feet. Subsequently, the Client requested an additional 7 borings be completed; however, Boring B-6 could not be completed due to utility conflicts at the time of our field work. After conferring with the Client, it was determined that B-6 could be omitted from our scope. The wage rate for employees of a Contractor or Subcontractor shall not be less than the minimum wage prescribed by federal or state law unless higher compensation is required by federal or state law. Owner reserves the right to reject any and all Bids, to waive any and all informalities and to negotiate contract terms with the Successful Bidder within the limitations of the Code of the City of Topeka. Owner reserves the right to reject all nonconforming, nonresponsive or conditional Bids. Discrepancies in the indicated multiplication of unit prices and quantities shall be resolved in favor of the correct multiplication based on the unit prices indicated. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favour of the correct sum. All bids must be accompanied by a cashier's check or a bid bond for not less than five percent (5%) of the amount bid (including alternates), made payable to the City of Topeka, Kansas. The original bid security shall be in the office of Contracts and Procurement before the 2:00 closing date. Project consists of necessary sanitary sewer, storm sewer, and water line relocations to resolve conflicts with the planned KDOT Project No. 70-89 KA-1266-04: I-70, Polk Quincy Viaduct (West Project). The project includes 4 sanitary sewer 4' diameter manholes, 1 sanitary sewer 5' diameter manhole, 921 feet of 15" sanitary sewer gravity main, 40 feet of 15" storm sewer gravity main, 12 feet of 18" storm sewer gravity main, 526 feet of 24" storm sewer gravity main, 573 feet of 30" storm sewer gravity main, 12 feet of 36" storm sewer gravity main, 95 feet of 60" x 36" HERCP storm sewer gravity main, 981 feet of 72" storm sewer gravity main. Terracon Project No. 14225028.R2 Please submit all questions by October 12th at 5:00 PM local time. Questions must be submitted via the Q And A Forum of the Supplier Portal.

Division 33 -

Utilities, Instrumentation and Control for Utilities, Water Utilities, Water Utility Distribution Piping, Water Utility Distribution Equipment, Disinfecting of Water Utility Distribution, Water Utility Storage Tanks.