Summary
Work includes 1 LS of mobilization; 1,425 SY of removal of existing concrete; 3,493 CY of regular excavation; 7,683 CY of sub soil excavation; 6,344 SY of type b stabilization; 14,083 SY of optional base, group 09; 574 SY of optional base, group 01; 10,098 SY of milling exist asphalt pavement, 3" average depth; 1,098 TN of superpave asphaltic concrete, traffic c, pg76-22, 1.5", s-1; 1,478 TN of superpave asphaltic concrete, traffic c, pg76-22, 1.5", s-111; 997 TN of superpave asphaltic concrete, traffic c, pg76-22, 2.25", s-111; 492 TN of superpave asphaltic concrete, traffic c, pg76-22, 2.25", s-111, overbuild; etc, see attached file.