Design Traffic. Notwithstanding anything to the contrary contained in this Agreement or the Manual, the Contractor shall carry out Traffic Survey, Axle load survey and calculate design traffic for pavement design but design traffic shall not be less than 70 million standard axles (MSA) for main carriageway and 20 million standard axles (MSA) for Slip Road, Loops and Ramps of Interchanges/Grade separator. Minimum specified crust composition for flexible pavement with Cement Treated Base (CTB) and Cement Treated Sub-base (CTSB) are presented below. However, the EPC contractor proposing alternate design shall be maintain minimum total thickness mentioned in the tables below. Bypass, Realignments, Reconstruction of Existing Road, Raising of Existing Road for Main Carriageway including paved shoulders: - Km 15+500 to 27+300 40 60 100 140 200 540 Slip Roads, Loops and Ramps: Km 15+500 to 27+300 40 50 100 100 200 490
Appears in 2 contracts
Sources: Engineering Procurement and Construction (Epc) Agreement, Engineering Procurement and Construction (Epc) Agreement