INSTALLATlON AND DE-INSTALLATION OF SASB TOILETS (420)

Assembling of Toilet/ Baths at designated site (before commencement of Yatra) including: i.Carriage of Prefabricated panels and other parts from store to site of installation by head load within 01 km head load. ii.Minor repairs such as denting, Patching, welding and fixing of aldrops and handles etc. iii Supply of nuts and boltsetc of required size. iv.Fixing of disposal PVC Pipe, Bends, Tee etc. with all carriages of material up to working site. A: Chandanwari = 50 no Toilet/Baths B: Pissutop & adjoining area=30 no T/ Bath C: Zojibal & adjoining area = 40 no T/ Bath D: Sheshnag =100 no T/ Bath E: Panjtarni = 170Toilet + 30Bath = 200 nos Total no = 420 nos

Repair of already assembled Toilet/ Baths at designated sites (before commencement of Yatra) including: i) Carriage of required Prefabricated panels and other parts from store to site of installation by mechanical transport and head load within 01 km lead. ii) Minor repairs such as denting, Patching, welding and fixing of aldrops and handles etc. iii) Supply of nuts and bolts etc of required size. iv) Fixing of disposal PVC Pipe, Bends, Tee etc., with all carriages of material up to working site. A: Chandanwari = 12 no Toilet/Baths B: Pissutop & adjoining area=10 no T/ Bath C: Zojibal & adjoining area = 26 no T/ Bath D: Sheshnag =12 no T/ Bath E: Panjtarni = 9Toilet + 9Bath = 18 nos Total no = 78 nos

Supply of P.V C items for repairs the disposal pipe line of toilets including all carriages of material up to site of work from Chandanwari to Panjtarni and enroute Camps . PVC pipes (110mmx3m) = 100x3m ( LS )

ii.      PVC Bends (110mm)

iii.     PVC single equal Tee:(110x110x110mm)

iv.    PVC coupler (110mm)

v Bib cocks with jugs

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including all sorts of carriage upto site of work (Mechanical and Head load)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete using 25mm thick with 12.5 mm nominal size stone aggregate including all sorts of carriage upto site of work (Mechanical and Head load)