Loading...
HomeMy WebLinkAboutAllied Manatts Group LLC-9/12/2011CHANGE ORDER NO. 2 Owner Waterloo Regional Airport, City of Waterloo, Iowa Date August 25, 2011 Project Rehabilitate Apron Phase 3A Owner's Contract No. FAA AIP Project No. 3-19-0094-38 Contractor Allied Manatts Group LLC Date of Contract Start June 20, 2011 You are directed to make the following changes in the Contract Documents. Description: Reason for Change Order: In an effort to expedite the project completion the asphalt transition section has been converted to a Portland cement concrete pavement transition section. This will allow the prime contractor to complete the transition section as part of the pavement operation and ultimately the pavement will be opened sooner. This conversion will allow the contractor to complete the paving operation and have the apron open to air traffic ahead of schedule and prior to the Waterloo Air Show. The new PCC pavement transition section will be 8" thick and doweled to the existing pavement slabs and jointed in accordance with the existing pavement. There will be thickened edges and an expansion joint between the new pavement and the transition section. Rehabilitate Apron Phase 3A CO -2 Project No — 60218987 1 Item No. Description Unit Unit Price Quantity Amount 8 Portland Cement Concrete Pavement - 8" Thickness SY $42.00 180.0 $7,560.00 10 Asphalt Transition Pavement TON $275.00 (65.0) ($17,875.00) Change Order Subtotal ($10,315.00) Total Amount of Change Order ($10,316.00) Reason for Change Order: In an effort to expedite the project completion the asphalt transition section has been converted to a Portland cement concrete pavement transition section. This will allow the prime contractor to complete the transition section as part of the pavement operation and ultimately the pavement will be opened sooner. This conversion will allow the contractor to complete the paving operation and have the apron open to air traffic ahead of schedule and prior to the Waterloo Air Show. The new PCC pavement transition section will be 8" thick and doweled to the existing pavement slabs and jointed in accordance with the existing pavement. There will be thickened edges and an expansion joint between the new pavement and the transition section. Rehabilitate Apron Phase 3A CO -2 Project No — 60218987 1 CONTRACT PRICE Original: Previous C.O.s (ADD): This C.O. (ADD): Contract Price with all approved Change Orders: 296,934.00 30,715.00 (10,315.00) $ 317,334.00 CONTRACT TIMES (Calendar Days) To substantial To fmal completion completion Original: Previous C.O.s (ADD): This C.O. (ADD): REVISED: 60 0 0 60 Original Completion Date: 60 Revised Completion Date: 60 It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. wner (Authorized Signature ACCEPTED: By: Contractor (Authorized Si q ate da—U9-Ocs Date Date Rehabilitate Apron Phase 3A CO -2 2 Project No — 60218987