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HomeMy WebLinkAboutRichmond Hill Rd. Drainage Improvements Augusta Richmond GA DOCUMENTNAME R\CXI\'f'aU \\\\\ M. \;)(0JS\0Sf \01~~ DOCUMENT TYPE: ~'(};('{~J t,'( 0.eY YEAR:~ BOX NUMBER: e FILE NUMBER: \ l\l\ l\ 5 NUMBER OF PAGES: c9 .,. : X-.: <(~. i. . Change Order Number: One Date: October 4. 1999 Project Title: Richmond Hill Road Drainage Improvements Original Contract Date: Mav 3 L 1999 Project Number: 323-04-296823523 Owner: ARr P.O. Number: 03480 Contractor: Mahus Brothers The following change order is hereby made to the proposal for the above project: (See Attached) TOTAL AMOUNT OF THIS CHANGE ORDER $ 24.457.00 The Contract time will be IncreasedIDecreased by 30 calendar days as a result of this change. The date of completion including this change order is 11-1 t1-99 Original Contract Amount $ 819.764.65 Previous Change Order (Increased / Decreased) $ 0.00 This Change Order (Increased / Decreased $ '7.4,4';7 00 TOT AL CONTRACT WITH CHANGE ORDER(S) $ 846,221.65 ************* Requested By: Date: Ills/ 'J<j , , Submitted By: Date: aT ~ /9:/1 Date: /D /Zb( 99 Date: lo/ d q ~ Approved By: Date: (J hft j, fj I I ' Accepted BX" Date: /0/Q/91 ( / , ~ ~ r , " -.l.~..,~.....:. Item 1: Item 2: Item 3: Item 4: Page 2 Attachment RlCHMOND HILL ROAD DRAINAGE IMPROVEMENTS CHANGE ORDER NUMBER ONE PROJECT NUMBER: 323-04-296823523 The existing downstream alignment was such that it required extending the westenunost wingwall to prevent eroding of the stream bank and rip rap. This represents 5.56 yards of Class "A" Concrete Including Reinforcing Steel which will be paid as an overrun since this was an original contract item. (5.56 @ $450.00/yard = $2,502.00) The additional junction box is required in order to obtain positive drainage for an area that plans erroneously indicated would drain without such structure. All junction boxes in the original contract were special design, the cheapest being approximately $5,200.00 (Junction Box = $1,000.00). In the process of excavating for the 84" RCP we discovered that the existing 18" A. C. San Sewer was cracked, broken, leaking and not fit for encasement. This work will involve replacing approximately 150 L.F. of existing 18" A. C. San Sewer, connecting to two manholes @ a depth of 14' - 16' and replacing the pavement. (Cost = $18,065.00). Two 6" cut-in valves and boxes to be attached to the existing 6" transite water main are required in order to maintain water service to several businesses and residences during the installation of the 84" RCP. This conflict was not anticipated in the original plans. (Cost = $2,890.00) Item 1 Item 2 Item 3 Item 4 Change Order 1 $ 2,502.00 1,000.00 18,065.00 2.890.00 $24,457.00