Providing and laying New drainage line with chamber for drainage and storm water drainage at Sai Udyan And Sainath Mangal karyalaya Building for Shri Saibaba Sansthan Trust Shirdi.

Amount

Removing lime or lean cement concrete including stacking the spoils as directed with all leads,lifts etc, complete.

Excavation for foundation in earth, soil of all types, sand, gravel and softmurum, including removing the excavated material upto a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 3.00 m.) By Manual Means

Providing and laying concrete pipes of I.S.NP. Class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layersincluding watering and compacting etc. complete.

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thickincluding hand packing and compacting etc. complete.

Providing and laying Castin situ/ Ready Mix cement concrete in M-15 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water,Steel centering, formwork, laying/pumping, compacting, roughening them if special finishis to be provided, finishing if required and curing complete, with fully automatic microprocess or based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Panmixer) etc. complete. With fineaggregate (CrushedsandVSIGrade)

Providing, constructing and fixing 600mm dia. Inspection chamber made up of Polypropylene/ polyethylene material Having 315 mm diameter inlet(s)/ outlet sand with eccentricreducers as per requirement to connect 160mm and 200mm pipes having thickness of 5mm and 600mm in height, with in built shaft achieve the invert depth as per site condition of wall thickness of 5mm having R.C.C. cover and frame fixingin 150mm thick in c.c.1:2:4, having crushed sand bed of 150mm thick of size 750mm dia. Including excavation and refilling the sides of chamber by ?sand crushed cushioning 150mm thickness, connecting all required UPVC fittings with rubber lubricant etc.complete.

Kaustubh Dinesh Kulkarni

RUSHIKESH SADAPHAL