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DocuSign Envelope ID:8A89705C-498E-4AB2-AA97-D86209095601 <br /> Proposal May 16, 2017 <br /> FROM: Tibbens Construction Proposal. No. 483R1 <br /> 849 Moose Tracks Trl . <br /> Cedar Grove, NC 27231 <br /> O:(919) 643-2856 C(919) 667-5366 <br /> PROPOSAL SUBMITTED TO: <br /> Name: Orange County <br /> Attn: Jeff Thompson <br /> Phone: 919-245-2625 <br /> Street: PO box 8181 <br /> City: Hillsborough <br /> State: NC. Zip: 27278 <br /> Description of Work: <br /> • Saw cut and remove a 3' x 35' area of concrete floor at location discussed at site <br /> visit on April 25, 2017. <br /> • Excavate subgrade to a depth of 4' to 5' to expose 4" sewer pipe. <br /> • Remove and replace approximately 30' of 4" sewer pipe and re-attach existing <br /> floor drain or clean outs as needed on new compacted fill of sand, gravel or dirt <br /> as originally designed. <br /> • Video sewer line as required by Town of Chapel Hill prior to back fill <br /> • Inspections by Town of Chapel Hill prior to back fill (Town of Chapel Hill must <br /> review the video and test lines) <br /> • Back fill and compact in 12" lifts up to original subgrade. <br /> • Place 6" of#57 stone <br /> • Install new 16 mil. Moisture barrier with 4" moister barrier tape at seams <br /> o Place concrete mesh <br /> • Place #4 rebar dowels 20" long at 12" oc max drilled and epoxy 8" into existing <br /> concrete at perimeter <br /> • Place 3000 psi concrete to match existing concrete thickness <br /> • Concrete finish will be hard steel trowel finished <br /> • After 28 day concrete cure time the floor will be ground and sealed to match <br /> existing finish as close as possible <br /> Any change in work description mentioned above and unforeseen conditions <br /> such as ground water, soil conditions requiring trench boxes etc..., will be <br /> addressed as a change order and additional cost. <br /> www.socrates.com Page 1 of 2 SS4301-340•Rev.05/04 <br />