Specifications include, but are not limited to: • Clean, televise, document, and provide a condition evaluation of 6.3 miles of sanitary sewer mains varying in size from 8” I.D. to 72” I.D.; • Televise, document, and provide a condition evaluation of 15.5 miles of storm mains varying in size from 8” I.D. to 104” I.D.; • Televise, document, and provide a condition evaluation of all the associated storm and sanitary manholes using modified MACP defect codes and MS Access based data collection application provided by the City of Saint Paul. The inspection of all the storm and sanitary manholes shall be incidental to the bided costs to inspect sewer mainlines. ; “12” C-900 Pipe Sewer” shall be construed to mean the procurement and installation of 12-inch C-900 pipe sewer as a substitute for 12-inch R.C.P. catch basin leads in areas where utility conflicts occur or at other locations designated by the engineer. Payment shall be by the LINEAR FOOT and shall be compensation in full for all costs to purchase, transport, and install.; “8” Ductile Iron Pipe Sewer, Class 52” shall be construed to mean the procurement and installation of 8-inch D.I.P. sewer as a substitute for 12-inch R.C.P. catch basin leads in areas where utility conflicts occur or at other locations designated by the engineer. Payment shall be by the LINEAR FOOT and shall be compensation in full for all costs to purchase, transport, and install.; “12” Perforated Thermoplastic Pipe Sewer” shall be construed to mean the procurement and installation of 12-inch perforated PVC pipe, class SDR 26 to be laid along the length of the in-street infiltration trench. There shall be 12-holes, 0.5-inch in diameter, per foot. Perforation pattern is 4-rows, two spaced 75-degrees from the bottom, the other two spaced 135-degrees from the bottom. Drilling of holes shall be incidental to bid item 2503.503 “12” Perforated Thermoplastic Pipe Sewer”. End caps shall be placed on both ends of the pipe during construction. Caps shall be removed once the system is in place. Payment shall be by the LINEAR FOOT and shall be compensation in full for all costs to purchase, transport, and install. ; “Connect to Existing Structure” shall include all work necessary to connect a sewer pipe to an existing sewer structure. This bid item shall include all labor, equipment, and materials associated with connecting sewer pipe to existing sewer structures including, but not limited to: field cutting existing structure, gaskets, non-shrink grout, concrete collars, and other materials necessary to complete the work.; “Install Sewer Coupling” shall be construed to mean all work to install a flexible shielded sewer coupling with stainless steel take-up clamps, per current City sewer standard plate 2324A, as shown on the Plans. Contractor to submit shop drawing information for flexible shielded sewer couplings and cement mortar mix to engineer for review. Payment shall be by EACH and shall be compensation in full for all labor, equipment, and materials necessary to complete the work.