Summary of Specifications:
The project consists of removing and replacing of 150 lft of 8’ to 12” catch basin lines, 43 sewer lateral repairs, and concrete replacement, along with clean up and traffic control. The approximate quantities of work involved in the project are as follows: Sewer Lateral Point Repairs 43 EACH Sewer Remove, less than 24”, Modified SP 180 LFT Pavement Removal, Modified SP 550 SYD Drainage Structure Removal, Modified SP 7 EA 4” or 6” pvc pipe with backfill 50 LFT Aggregate Base Under Conc. (6” 21AA Crush Limestone) 100 CYD Sewer Class IV, 10” Trench Det. “B” ASTM 76, Mod. SP 75 LFT Sewer Class IV, 12” Trench Det. “B”ASTM 76, Mod. SP 75 LFT Drainage Structure, 24” Inlet Modified SP 4 EA Drainage Structure 48” Dia., Modified SP 3 EA Drainage Structure Cover 5,040 LBS Adjusting Drainage Structure Cover Case 1, Modified SP 5 EA Tuck Point Drainage Structure 5 EA Sewer Trap 12”, Modified SP 7 EA Sewer Tap, 12” and Under 1 EACH Conc. Pavement w/integral Curb & Gutter Non-Reinf. 7” 530 SYD 24” Curb and Gutter Section, Non-Reinf. 7”, Modified SP 15 LFT Sidewalk Conc. Non-Reinf. 6” Conc Sidewalk Modified SP 170 SFT Class “A” Sodding, Modified SP 220 SYD Minor Traffic Devices, Modified SP,5% max 1 LSUM Project Clean up, 5% max 1 LSUM Inspection Crew Days, Modified SP $320.00 DAY
