本合同段双向四车道高速公路标准,设计时速100km/h,起止桩号K70+060-K108+642,路线全长38.582km,路面全长38.582km,其中:级配碎石垫层(15cm厚)1007665m2,水泥稳定碎石底基层(36cm厚)963062m2,水泥稳定碎石底基层(19cm厚)19404m2,水泥稳定碎石基层(20cm厚)858783m2,水泥稳定碎石基层(19cm厚)18909m2,AC-20C沥青混凝土下面层(8cm厚)754430m2,AC-20C改性沥青混凝土中面层(6cm厚)1016452m2,SMA-13改性沥青马蹄脂碎石上面层(4cm厚)1019216m2,乳化沥青透层874478m2,同步碎石封层1077848m2,改性乳化沥青粘层2637951m2,桥面防水粘结层132884.3m2,喷砂打毛196477m2,横向排水管6674.9m,纵向排水沟17498m,土路肩排水92176m,收费站面板6968m2