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DocuSign Envelope ID:418ADAA3-2F7B-4243-AF32-4541 C164B6FA <br /> A.- .. Draper Aden Associates <br /> rl' Engineering • Surveying • Environmental Services <br /> Memorandum of Negotiation <br /> To: Danny Hoyle,D H Griffin Infrastructure,LLC <br /> Gordon Dively,PE, Orange County Solid Waste <br /> From: C. Tyrus Clayton, Jr.,PE <br /> l <br /> Date: December 9,2016 <br /> Project Name: Eubanks Road Waste and Recycling Center <br /> Subject: Negotiated Construction Price t <br /> cc: File <br /> It was concluded that the low bid received on October 11, 2016 would not be within the allocated l <br /> funds for the Project. Due to this, Orange County entered negotiations with D. H. Griffin to <br /> identify items for value engineering and reduction in cost. Based on discussions and revisions to <br /> the design documents the following items were identified for reduction in the submitted bid price: <br /> 1. Haul Route and Methods from Onsite Borrow: A revised travel path has been 6 <br /> delineated for the Contractor to use Off-Road haul trucks (Attachment 1). Contractor <br /> will not be responsible for repairs to the asphalt haul road on south side of Eubanks <br /> Road. Contractor will use metal cover plates on Eubanks Road at crossing. Topsoil <br /> strippings from project site can be stockpiled on north side of Eubanks Road adjacent <br /> to the project area. It is understood that all fill material for the site will be obtained <br /> from the onsite borrow area. Additional clearing may occur within the borrow area as <br /> ■ <br /> necessary. <br /> 2. Permanent Turf Matting in lieu of Rip Rap Channels: Contractor will install Tensar <br /> SC250 or equivalent PRSM in place of Rip Rap Channels (Attachment 2). <br /> 3. Storm Pipe Bedding: Storm pipes will be bedded in in-situ soils from trench <br /> excavations. <br /> 4. Bioretention Soils: The biomix soils required for the bioretention areas will be mixed <br /> onsite with soils provided by the Owner. Engineer will perform conformance sampling <br /> for determination of specification compliance prior to installation. <br /> 5. Asphalt Pavement Section Revisions: Pavement sections have been revised for the <br /> customer area of the Center(Attachment 2&3). <br /> 6. Gravel Pavement Revisions: Pavement section has been reduced in thickness from <br /> 12-inches to 8-inches. (Attachment 3) <br /> 7. Dumpster Pad Revision: All non-compactor site (northern wall) pads were reduced <br /> in thickness from 12-inches to 8-inches. Also, rebar was reduced from two mats to <br /> one. All compactor pads to remain as originally designed. (Attachment 4) <br /> 8. Site Electrical Revisions: Site lighting to be installed by power utility. Contractor to <br /> coordinate and install conduit under paved sections based upon locations to be <br /> determined. Main electrical panel to be located more central to compactors to reduce <br /> electrical run. <br /> C:\Users\dcarter\AppData\Local\Microsoft\Windows\Tempi ary Interact Files\Content.Outlook\4QX3O11L'W\MEM 16 1209 Memorandum of <br /> Negotiation CTC Jr Revised.docx <br /> 46 W.Washington Street•Coats,NC•27521 •(919)897-7070•Fax:(919)897-6767•rtinvW.dnaC6nr <br /> Blacksburg•Charlottesville•Hampton Roads•Richmond <br />