B-43605-A Bridge Replacement RFP

Description: Work consists of excavation, common, 2650 CY; excavation, rock, 45 CY; borrow, 5405 CY; excavation, waterway, 975 CY; excavation, X, 90 CY; excavation, foundation, unclassified, 75 CY; subgrade treatment, type II, 246 SY; aggregate for end bent backfill, 60 CY; Milling, transition, 140 SY; QC/QA-HMA, 2, 58s, surface, 9.5mm, 111 TN; guardrail end treatment, type I, 4 EA; guardrail, MGS W-beam, 6 ft 3-IN spacing, 38 LF; riprap, class 1, 1005 TN; riprap, revetment, 132 TN; seed mixture, type R, 214 LBS; topsoil, 10 CY; sodding, 143 SY. See outside link.