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HomeMy WebLinkAboutAugusta Common Phase 1-A (3) Augusta Richmond GA DOCUMENT NAME: ~ CD::'0N'CX1 \to'Sf.- \~ t\ DOCUMENT TYPE: ~(j(de( YEAR: C)9 BOX NUMBER: \ ~ FILE NUMBER: \ 19 \ d~ NUMBER OF PAGES: 3 .. .~ Change Order Number: 7 Date: April 5, 2002 Project Title: Augusta Common Phase I-A Sheet 1 of 2 Original Contract Date: October 11,2001 Project Number: 327-04-296812009 P.O. Number: Owner: City of Augusta Contractor: Advance Outdoor Services The following change order is hereby made to the contract for the above project: (See Attachment) TOTAL AMOUNT OF THIS CHANGE ORDER $ 33,104.90 The Contract time will be Increased/Decreased by -10- calendar days as a result of this change. The date of completion including this change order is October 28. 2002. Original Contract Amount (Including Post Bid Addendum 4) Previous Change Order (IncreasedJI)ccrcascd) This Change Order (lncreasedJI)ecrcascd) TOTAL CONTRACT WITH CHANGE ORDER(S) Funding Source/Account Number: Checked By: ~ Finance Endorsement: Recommended By: Approved By: Accepted By: Contractor cc: Purchasing, Geri Sams Finance Department, Kakoli Basu Date: $ 1,577,931.90 $ 10,512.81 $ $ 33,104.90 1,621,549.61 Date: ~/f /t' Z- Date: 44JJ;2;::L.-- I / Date: Date:. Date: Date: '(-;;'5- OL s/dt- < /ctj-v I I ~/l/o~ I , .~~ Change Order Number: 7 Sheet 2 of 2 Date: April 5, 2002 Project Title: Augusta Common Phase I-A Original Contract Date: October 11, 2001 Project Number: 327-04-296812009 Owner: City of Augusta P.O. Number: Contractor: Advance Outdoor Services Description of Changes (Supplemental Plans and Specifications Attached) IKI Yes D No DECREASE in Contract Price INCREASE in Contract Price 1. Construction of Storm Drainage connection at Reynolds Street at revised, deeper configuration to avoid unforeseen underground utility conflicts, including test digging, manual excavation, trench shoring and flowable fill backfill installation, according to letters from the contractor dated 3/5/02 and 3/21/02, attached. $ 19,316.90 2. Construction of Storm Drainage connection at Broad Street at revised alignment to avoid conflicts encountered with unforeseen underground vaults, old foundations and utility lines, including test digging, manual excavation, conflict boxes, and appurtenances, according to the letter from the contractor dated 4/1/02, attached. 3. Water line rerouting according to Supplemental Drawing No. 4 and revision of water meter box size required by Augusta Utilities Department, according to letter from the contractor dated 4/3/02, attached. $ 7,666.46 $ 6,121.54 TOTALS $ NET CHANGE IN CONTRACT PRICE $ REVISED CONTRACT AMOUNT $ 0.00 $ 33,104.90 $ 33,104.90 $ 1,621,549.61 ,-" JUSTIFICATION April 10, 2002 AUGUSTA COMMON, PHASE 1A PROJECT NO.: 327-04-296812009 CHANGE ORDER NO.7 A) The maze of underground utilities and other various underground obstructions prevented the Reynolds Street storm drain connections from being constructed in accordance with the original plans. It became necessary to hand dig the trench to a depth of nine feet (As opposed to the original plan depth of five feet), custom build wood shoring boxes and backfill with flowable fill in order to achieve proper compaction and reopen the street for the ST. Patrick's Day parade. All materials, equipment and labor were documented on a Force Account type basis because accurate prior quotes/quantities could not be provided. All this is included in the attached Advanced Outdoor Services letter dated March 21, 2002 and attachments thereto. B) The same type conditions were encountered on the Broad Street storm drain connections but to a lesser degree. AOS was able to reroute the pipe location around the enormous underground concrete structures and a Georgia Power undergronnd vault by the addition of three "conflict boxes" and additional pipe. This too, was documented on a Force Account type basis and is supported by the AOS letter dated April 1, 2002 and attachments thereto C) The original plans provided that six Water Meters and Appurtenances would be provided by the County. Also required by the Augusta Utilities Department was four 2" elbows to go over the sanitary sewer line and under the relocated storm drain; One 2"Gate Valve; Increase the meter box size to compensate for the 1 1/2" strainers attached to the water meters; and the six Water Meters. All this was purchased by AOS and will be billed to us under this Change Order. Item C was a critical path item that would have had a negative impact on pouring concrete, work on adjacent owners walls connections and the ilTigation system. Total Cost Change Order No.7 = $33,104.90