Specifications include, but are not limited to: The proposed improvements include, but are not limited to, the furnishing of all labor for the removal of the PCC alley and roadway for the length of the project, full depth aggregate stone base material, geo fabric / grid materials if needed, reconstruction of the alley and roadway with a PCC rigid pavement section, reset all existing utility surface features to finish grade, replacement of the adjacent driveway approaches, reconstruction of sidewalk, topsoil and seeding, and erosion control.; Surface Requirements and Pavement Smoothness: It is the Contractor’s responsibility to ensure the finished pavement provides a smooth riding surface that exhibits positive drainage, without any standing water. The Contractor shall check the entire pavement surface longitudinally with a ten-foot (10’) straightedge while the concrete is still plastic.; Any depressions found shall be immediately filled with freshly mixed concrete struck off, consolidated, and refinished. The Contractor shall correct any surface deviations greater than 1/8 inch in ten feet (10’).; New pavement surfaces shall be flush with existing pavement surfaces. The length of curb removal shall be taken between transverse joints and to the quarter joint for streets of 31’ back-to-back or less. The removal of curb exhibiting varying cross section for streets greater than 31’ in width shall be removed two feet (2’) from the back of curb in the longitudinal directions.; The costs of correcting ponding water, pavement smoothness, removal and replacement of curbs with varying cross sections, and associated traffic control shall be considered incidental to the cost of pavement at no additional cost to the City of Davenport.