Summary of Specifications:
The approximate quantities of work involved in the project are as follows: Mobilization, Max 5% 1 LSUM Pavement Removal Modified SP 2,850 SYD Drainage Structure Removing, Modified SP 5 EACH Subgrade Undercutting, Modified SP 5 CYD Erosion Control Inlet Filters Fabric Drop, Modified SP 30 EACH Cold Milling HMA Surface, Modified SP 8,640 SYD Pavement Cleaning, Modified SP 1 LSUM Joint and Crack Cleanout 15,500 LFT Pavement Joint and Crack Repair, Det. 8 500 LFT Aggregate Base Under Concrete, (6” 21AA Cr. Limestone) 605 SYD Drainage Structure 24” Inlet., Modified SP 1 EACH Drainage Structure 48” Diameter, Modified SP 1 EACH Drainage Structure Cover, 380 LBS Adjusting Drainage Structure Cover Case 1, Modified SP 5 EA Underdrain Subgrade, Open Graded 6”, Modified SP 20 LFT Hot Mix Asphalt, 3C 2”, Base, Modified SP 1,015 TON Hot Mix Asphalt, 13A 2”, Wearing, Modified SP 1,015 TON Hand Patching 30 TON Conc. Pavement, Non-Reinf. 7”, Modified SP 100 SYD 24” Curb and Gutter Section, Non-Reinf. 7”, Modified SP 4,300 LFT Sidewalk Conc. Non-Reinf. 8” Conc Sidewalk/Drive Approach Modified SP 1,450 SFT Sidewalk Conc. Non-Reinf. 6” Conc Sidewalk/Drive Approach Modified SP 12,800 SFT Sidewalk Conc. Non-Reinf. 4” Conc Sidewalk Modified SP 1,750 SFT Class A Sodding, Modified SP 1,500 SYD Minor Traffic Device, Modified SP, 5% Max 1 LSUM Salvage Sign, Modified SP 25 EACH Project Clean-up, 5% Max 1 LSUM Inspection Crew Days, Modified SP $320.00 DAY
