Site work, paving and renovation of a mixed-use development in Auburn, Indiana. Completed plans call for the renovation of a road / highway; and sidewalk / parking lot.

S. Cedar Street (10th Street to 15th Street) Virginia Lane (Portage Pass to 550 north of Timber Trace) CITY DEPARTMENTS (OWNER) WORK: 1. Engineering Department will inform residents what to expect from start to finish of project prior to construction. 2. Engineering Department will mark with paint all proposed limits prior to construction. 3. City of Auburn will accept all excavated clean concrete materials at the City concrete dumpsite located on Auburn Drive. Contractor shall haul all other excavated non-concrete materials off-site to a safe dumping location per discretion of contractor. 4. Engineering Department will provide construction staking of back of curb off-set lath with proposed gutter elevations at 50-foot stationing intervals. 5. Engineering Department will provide inspection and field measure all final installed quantities for payment. CONTRACTOR'S WORK: 1. Call 811 for locations of buried utilities prior to any construction activity. Contractor shall pot-hole marked utilities to verify depths. 2. Contractor shall provide all required materials and furnish all required materials, equipment, and labor to perform all work. 3. Contractor shall provide continuous vehicle access to all properties throughout the entire construction project for emergency vehicles, resident mail delivery, trash pickup, and/or related business. 4. Contractor shall provide on-site portable restroom facilities during entire construction project. 5. Contractor shall confine operations at site to areas within existing right of ways and easements. Do not unreasonably encumber site with materials or equipment. 6. Contractor shall assume liability for all damage or injury to persons or property which may occur in and around the construction site for the entire duration of the project. 7. Contractor shall perform any de-watering necessary within the construction area. Any costs shall be included in other bid items. 8. An excavation permit will not be required. "Record As-Built Drawings" will not be required. 9. Contractor shall submit shop drawings to the Engineering Department for review prior to construction for the following items: geogrid stabilization, breakdown of asphalt mixes and seeding materials. 10. All concrete used on this project shall be 6-bag 4,000 psi at 28 days mix strength concrete, with a clear, waterborne, membrane-forming curing compound in accordance with ASTM C309, Type 1 , Class B, Dissipating, in accordance with ACI 308 and manufacturer's instructions . Contractor may choose to use 7-bag "High Early" strength concrete to obtain 3-day cure time at NO additional cost to Owner. Total street reconstruction of S. Cedar Street and Virginia Lane, including asphalt pavement removal and replacement, limestone base installation, concrete curb and gutter replacement, underdrain installation, sidewalk and ADA curb ramp replacement, driveway approaches, pavement markings, and grass restoration. S. Cedar Street - 10th Street to 15th Street Project consists of total street reconstruction , including removal and replacement of existing asphalt pavement, with section of 6 inches of asphalt on 12 inches limestone base, complete removal and replacement of concrete curb and gutter, including perforated flex underdrain. Removal and replacement of existing sidewalks, ADA curb ramps with detectable dome plates, driveway approach , pavement markings, and all grass restoration. Virginia Lane - Portage Pass to 550' north of Timber Trace Project consists of total street reconstruction, including removal of existing concrete pavement, replaced with 6 inches of asphalt on 12 inches of limestone base, partial curb and gutter removal and replacement, along with perforated flex underdrains for entire project length. For questions or comments, contact: ENGINEERING DEPARTMENT at engineering@ci.auburn.in.us , (260)-925-8264 210 SOUTH CEDAR STREET CITY HALL, 2nd FLOOR AUBURN, IN 46706 Bonds: 5% Bid Bond, Certified Check required.