Loading...
HomeMy WebLinkAboutNorth and South Water System Interconnection Project Augusta Richmond GA DOCUMENT NAME: J'\l e>R, H A'" D ~(!)I), H W AT E:oz. S Y <; T e: i") T NT 61"-CO IIW €cTlo.nl PR()') t:;CI DOCUMENT TYPE: C-W A ,0& t:; eJ (< bE.e... YEAR: l q (1~ BOX NUMBER: lp FILE NUMBER: ) 3 <?S-<fog' NUMBER OF PAGES: d. :;.-; . . . "" \~ 1- ~.. CHANGE ORDER .. 1 -- - Number 1 Date: 7/13/98 PROJECT TITLE: North and South Water System Interconnection Project ORIGINAL CONTRACT DATE: 4/1/97 PROJECT NUMBER: U-96-011 OWNER: Augusta-Richmond County Commission/Council P.O. NUMBER: 137512 CONTRACTOR: Wyatt Construction Company. Inc,. The following change order is hereby made to the proposal for the above noted project: 1. Add 22 LF of 20" steel casing with 12" carrier pipe to Tubman Home Road jack and bore at $183.33/LF....,..,.....,..,..,.. $4,033.33 2. Add 95 CY of select refill material utilized at the intersection of Tubman Home and Hwy. 25. Existing material was unsatisfactory. Cost was $15.00/CY. ...,., ... ...,.. ..., ... ... ,. ,.., ..... $1,425.00 3. Add 190 SY of asphalt resurfacing for drives and parking areas at $25.00/SY.,.,......,.,.,.,..,..........,......,.,.",...., $4,750.00 4. Add 154 CY of concrete paving replacement required for parking area of business at Barton Chapel and Milledgeville at $ 70.00/CY. This concrete area was covered with gravel. Was not known that concrete existed until gravel was removed....... $10,780,00 5, Reconfigure tie-ins and add valve per revised drawing at both tie-ins along Hwy. 25, Revisions required to avoid conflict with existing storm sewer and also to adjust for actual main locations which we different fo1,111 original plans. This work required a considerable amount of exploratory digging along with cutting and replacing Peach Orchard Road. Lump Sum...,..,.....,.,.,.... $23,600.00 6. Add solid sleeve to existing 18" line at Gordon Hwy, and Milledgeville Road to accommodate difference in pipe O.D, Lump Sum....,........,......................................."............. $2,550.00 7. The following items were able to be deleted form the construction contract: 22 Lfof 12" DIP at $17/LF; 50 CY of borrow material at $10/CY; 4 CY of concrete at $175/CY; 5 SY of gravel drive replacement at $23/SY;and 60 LF of curb and gutter replacement at $12/LF. Total deletion from contract................................. $2,409.00 TOTAL AMOUNT OF TillS CHANGE ORDER: $44.729.33 Page 1 .-.-", ;., ~, -.:._:t \ ~ ~ .~~ ,f ,.~.~ . Change Order 1 ~ Water Interconnections Page 2 of2 The Contract time will be increased by Q calendar days as a result of this change. ORIGINAL CONTRACT AMOUNT: PREVIOUS CHANGE ORDERS (INCREASE) THIS CHANGE ORDER (INCREASE) TOT AL CONTRACT WITH CHANGE ORDERS: - FUNDING SOURCE /ACCOUNT NUMBER: 64-4461-00-0891 REQUESTED BY: ?d.tn'c...'L 'I:) \ \Gre~ \ ().Ju:--.t- Project Manager SUBMITIED BY: -r:z-l::>. W Depa FD~ANCE ENDORSEMENT: APPROVED BY: RECOMMENDED BY: $365.260.00 $0,00 $44.729.33 $409~989.33 tVM. H DATE: Of) \ OlD 'f::18 DATE: 1/(, lif " DATE: i?4? DATE: 7/d~ i DATE;~.