Approximate quantities of work to be expected are as follows: 1 LS Remove & Replace 63” x 98” RCP Culvert 105 (CTH Z) \ 1 LS Remove & Replace 58” x 91” RCP Culvert 453 (CTH A) \ 1 LS Remove & Replace 60” RCP Culvert 885 (CTH X) \ 1 LS Remove & Replace 60” RCP Culvert 885.1 (CTH X) \ 855 SF Trench Stabilization Mat \ 1 LS Re-Install and Maintain Traffic Control Detour \ 830 LF Silt Fence \ 1 LS Removing Concrete Pavement \ 680 CY Excavation Common \ 105 CY Excavation Below Subgrade (Undistributed) \ 315 SY Geotextile Fabric Type SAS (Undistributed) \ 210 TON Breaker Run (Undistributed) \ 630 TON 1 ¼” Crushed Aggregate Base \ 140 TON HMA Pavement (3 LT 58-28 S) \ 80 TON HMA Pavement (4 LT 58-28 S) \ 40 GAL Bituminous Tack Coat \ 40 TON Crushed Aggregate Shoulder \ 680 LF Marking Line Epoxy 4-Inch \ 1,595 SY 4” Topsoil, Seed, Fertilizer, & Erosion Mat \ 1 LS Interim Roadside Hazard Protection and Traffic Control \ 40 LF Temporary Ditch Checks \ 500 LF MGS Guardrail 3 \ 123 LF MGS Guardrail Short Radius \ 2 EACH MGS Guardrail Terminal EAT \ 2 EACH MGS Guardrail Short Radius Terminal \ Together with appurtenant construction.
