Site work and paving for a civil project in Cary, North Carolina. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Base Bid +- 10 LF 6-Inch Ductile Iron Water Line +- 8,225 LF 8-Inch Ductile Iron Water Line +- 645 LF 8" Protecto 401 Lined Ductile Iron Sanitary Sewer Pipe +- 9,155 LF Abandoned Existing Water Line +- 12 EA Fire Hydrant Assemblies +- 8 EA Abandon Fire Hydrant Assemblies +- 5 EA 6" Gate Valves +- 30 EA 8" Gate Valves +- 2 EA 6" Insertion Valves +- 2 EA 8" Insertion Valves +- 30 EA Abandon Gate Valves +- 110 EA 1" Single Water Service Connections +- 2,440 TON Pavement Repair Patch - Trench Repair Bid Alternate 'A' +- 10 LF 6-Inch Ductile Iron Water Line +- 1,400 LF 8-Inch Ductile Iron Water Line +- 650 LF 8" Protecto 401 Lined Ductile Iron Sanitary Sewer Pipe +- 1,471 LF Abandoned Existing Water Line +- 2 EA Fire Hydrant Assemblies +- 2 EA Abandon Fire Hydrant Assemblies +- 1 EA 6" Gate Valves +- 6 EA 8" Gate Valves All questions about the meaning or intent of the Contract documents shall be submitted in writing to Jeremy Rivenbark, P.E., Project Manager, CJS Conveyance, 320 S. Academy St. Cary, NC 27511. Email questions may be sent to jrivenbark@cjsconveyance.com. Replies will be issued by Addenda and delivered to all parties recorded by the Engineer as having received the Bidding Documents. Questions received less than five business days prior to the date for opening of Bids may not be answered. Only questions answered by written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Each proposal shall be accompanied by a Bid Bond payable to the Town of Cary for an amount of not less than five percent (5%) of the total amount bid A Performance Bond and a Payment Bond, each in the amount of one hundred percent (100%) of the contract price, with a corporate surety approved by the Town of Cary, will be required for the faithful performance of the contract. Bidders shall provide certification that performance and payment bond sureties are licensed in North Carolina. The Town of Cary reserves the right to waive technicalities and/or reject any or all proposals. Falcon has performed a geotechnical subsurface investigation for the proposed project. The purpose of this investigation is to provide a general characterization of existing onsite soils, rock, and groundwater conditions, earthmoving recommendations, discussion of pipe bedding and haunching, backfill selection and placement recommendations, site excavation considerations, and groundwater considerations. The project was accomplished through completion of the following tasks: Site reconnaissance by Falcon's Geotechnical Engineering personnel. Performance of eight (8) Standard Penetration Test (SPT) soil borings and two (2) hand auger borings. Visual-manual classification and stratification of the soil samples according to the Unified Soil Classification System (USCS). Laboratory testing of select soil samples collected from the borings. Analysis of field and laboratory test data and collected soil samples. Preparation of this formal engineering report summarizing the field and laboratory test results and our geotechnical recommendations for design and construction