1 250 C.F. Cementitious Grout for Void Filling or Slab Jacking at Structure Grade. (Process and Material) 2 500 L.F. Drilling for Cementitious Compaction Grouting and Casing Installation. 3 2,000 C.F. Below Grade Cementitious Grout Injection. (Process and Material) 4 1,000 LBS Polyurethane for Void Filling or Slab Jacking at Structure Grade. (Process and Material) 5 10,000 LBS Below Grade Polyurethane Injection. (Process and Material) Grade to 4 ft. 6 1,000 LBS Below Grade Polyurethane Injection. (Process and Material) Depth Greater than 4 ft. to 10 ft. 7 1,000 LBS Below Grade Polyurethane Injection. (Process and Material) Depth Greater than 10 ft. to 20 ft. 8 500 LBS Below Grade Polyurethane Injection. (Process and Material) Depth Greater than 20 ft. 9 10 EA Dynamic Cone Penetrometer Test. 10 200 MILE Mobilization. Moving change from within the state of New Mexico to any worksite as requested (one way). No payment will be made of moves less than twenty-five (25) miles. 11 20 HRS Urban Traffic Control. In accordance with the current edition of the Manual on Uniform Traffic Control Devices (MUTCD). 12 20 HRS Rural Traffic Control. In accordance with the current edition of the Manual on Uniform Traffic Control Devices (MUTCD). 13 80 DAYS Variable Message Board. Provide, place and maintain each variable message board required by the District during traffic control operations. 14 10 DAYS Truck Mounted Atteneuator. Provide a truck mounted atteneuator per Manual on Uniform Traffic Control Devices (MUTCD) Standards or as directed by the Department.
